Home

ReWaRD 2.5 User Manual

Contents

1. e e cece ce eee ce eect eee e eee e eens 77 Windows Registry 77 Program wide settings 72 Defaults for engineering objects I Factory defaults 78 Chapter 11 Upgrading from previous versions ss e e x e e eee 79 What s new or improved in ReWaRD 2 5 79 What s new or improved in ReWaRD 2 0 79 Chapter 1 Introduction Chapter 1 Introduction Welcome to ReWaRD the advanced retaining wall design program ReWaRD gives you the power to design a wide range of embedded retaining walls in a variety of soil types under an assortment of loading conditions ReWaRD is easy to learn and even easier to use You ll find all the things you need to design a retaining wall are only a few mouse clicks away and can be put together in moments ReWaRD s calculations are fast and its visual display is rich in detail and comprehensive in coverage This chapter of the ReWaRD User Manual outlines the contents of this book explains the conventions that are used herein and tells you what to do if you need help using the program About this book This User Manual is divided into the following chapters Chapter 1 Introduction Chapter 2 Installing and starting ReWaRD Chapter 3 Overview Chapter 4 Tutorial 1 cantilever wall in sand Chapter 5 Tutorial 2 propped wall in stiff clay Chapter 6 Tutorial 3 cofferdam in mixed soils Chapter 7 The Stockyard Chapter 8 Workbooks Chapter 9 Producing reports Chapter 10 Customizing th
2. Workbooks page The Workbooks page shows a list of all the Construction Stages defined in the Stockyard Each Construction Stage has aWorkbook associated with it which contains the results of the calculations you perform on that stage For each Construction Stage you select on the Workbooks page ReWaRD prints the corresponding results that are selected on the Results page see below 74 ReWaRD 2 5 User Manual x E x Stockyard Workbooks Pictures Res Print information about these objects x Be a Stage 1 Generated Stage 2 Generated 7 Default Prereerrereererreererrrrrrrerrrerrrrrrrrrrirrrrrerirrirrerrrr tri rrrr ri rirtr rrr tirrir irri trite 3 Stage 3 Generated 7 Help 7 Stage 4 Generated Print Page Setup Pictures page The Pictures page shows the results for each Construction Stage that are available in picture format For each Stage you select on the Workbooks page see above ReWaRD prints the pictures you select on the Pictures page To customize the way the pictures are printed select the specific picture whose printout you want to customize and click the Properties button Ix Print Page Setup Stockyard Workbooks Pictures Res OK Print the following information x fore Ca z Drawing Board ll ae i ern Detauks a Ra Sia Forces ee eee ee ee lt 7 d Feck s Envelope Ca i Displacements w Ss Durability EZ At Nore Results pa
3. Amending the borehole The Workbook s Drawing Board displays two soil columns one on each side of the wall ReWaRD s Construction Wizard has placed Borehole 1 which currently contains Layer 1 in both of these soil columns By adding Layers 2 to 5 to Borehole 1 you will get the same soil columns on both sides of the wall not only in Stage 4 but in all the stages where Borehole 1 is used To demonstrate this select Layers 2 to 5 in turn and drag them onto the Workbook s Drawing Board for Stage 4 To drag a layer click on its name in the 50 ReWaRD 2 5 User Manual Stockyard s Existing Objects pane hold the mouse button down and then move the mouse pointer across to the Workbook The cursor will change shape from as you do this When you let go of the mouse button the layer being dropped is added at the bottom of the borehole so it is important that you do this in the right order Be careful not to drop the layer onto or above either of the soil columns since that will insert the layer into the appropriate borehole rather than append the layer at the bottom of the borehole If you drop the layers on the middle of the Drawing Board they automatically appear at the bottom of the borehole If you make a mistake you can drag a layer out of the borehole and return it to the Stockyard in the same way ReWaRD 2 5 Professional Edition BIS x File Edit View Properties Calculate Design Tools Window Help eral del 3
4. Select the one you want and choose OK An alternative and faster way to achieve the above is to Object E Rishtclick on an item in the Object Types pane click on aes Onstarl New and then choose which object to create from the fly out menu that appears see the picture alongside np ele sel Le Linear Seepage Existing objects Dry N The Zxisting Objects pane lists the engineering objects you Standing have created ReWaRD allows you to create an unlimited Tidal number of engineering objects When you click on one of the items listed in the Existing Objects pane the Properties pane see below changes to show summary information for the selected object To choose which objects appear in the Existing Objects pane To choose which objects appear in the Existing Objects pane M Select one of the options on the Stockyard s Properties of inverted View menu R Click on an item in the Object Types pane Open obo Cut LHZ To edit an existing object Copy Ctrl C To edit the properties of an existing object Faste SHI Delete Del R Click on the object and then choose the Properties of lt Name gt command on the Stockyard s Properties menu where lt Name gt is the name of the object Move Up Mowe D owr Chapter 7 The Stockyard 63 E Or Rightclick on the object and choose the Properties of lt Name gt command on the pop up menu that appears see the picture alongside E Or Doubleclic
5. The ReWaRD User Manual was written by Dr Andrew Bond Parts of ReWaRD were developed with the assistance of Professor David Potts of Imperial College of Science Technology and Medicine and Dr Hush St John of the Geotechnical Consulting Group The following people assisted with the testing of this and previous versions of the program Vassilis Poulopoulos Geocentrix Romain Arnould Geotechnical Consulting Group Andy Fenlon Nonsuch Videographics Joe Emmerson British Steel and Kieran Dineen Imperial College 4 ReWaRD 2 5 User Manual Table of contents Acknowledgments ccc cece ccc c cece cence eee nennen nenne Table of contents 4656445545006 east Chapter 1 IHTOQUCLON rear nee tar era About this book Conventions Where to go for help User manual Reference manual ReWaRD s help system Tooltips Technical support Sales and marketing information Chapter 2 Installing and starting ReWaRD sss s s ccc cee eee eee eee eens What s in the ReWaRD package Hardware and software requirements Upgrading from an earlier version of ReWaRD To install ReWaRD To run ReWaRD To uninstall ReWaRD Chapter 3 OVCIVIOW 24442440 05400506554 54546 ER H A R a Key features The Desktop Title Bar Menu Bar Toolbar Main work area Status Bar The Stockyard Workbooks Tools Startup Wizard Construction Wizard On line help To open ReWaRD s on line help Chapter 4 Tutorial 1 cantilever wall in sand ccc ce
6. s help system S RewaRD Help OP x File Edit Bookmark Options Help 18 ReWaRD 2 5 User Manual To open ReWaRD s on line help To open ReWaRD s on line help W Press F1 R Click the Help button in a dialogue box E Choose a command from the Help menu Chapter 4 Tutorial 1 cantilever wall in sand 19 Chapter 4 Tutorial 1 cantilever wall in sand This tutorial helps you to get started with ReWaRD by designing a simple cantilever wall in sand The tutorial shows you how to R Use ReWaRD s Construction Wizard M Choose between the available design standards R View the results of your calculations Worked example The worked example involves the design of a wall to support a 4m excavation in sand The ground conditions at the site comprise 15m of dense sand Y 17 kN m3 35 c 0 The groundwater table is 15m below excavation level and hence the sand can be considered dry throughout A diaphragm wall 0 6m thick will be used to support the excavation in the long term No props can be used You are required to calculate the wall s minimum depth of embedment and the maximum bending moment and shear force it must resist Using the Construction Wizard to create a new project If ReWaRD is not already running double click on the ReWaRD icon to load the program into your computer s memory Once the splash screen has disappeared ReWaRD displays its Start up Wizard avian ReWaRD Vz Welco
7. Firm clay On the Classification page change its State to Firm On the Density Weight page change both weights to 21 kN m Answer Yes to any warning messages asking you to confirm the values entered On the Total Stress page change the Undrained Strength to 60 kPa Finally click OK to confirm the soil s properties Now create two other soils with the following properties M Sand name Silty sand class Silty saturated and unsaturated unit weights 20 3 kN m angle of shearing resistance 30 E Clay name Soft firm clay state Soft both weights 20 kN m angle of shearing resistance 30 undrained strength 40 kPa Finally since the medium coarse sand has the same properties as the sand and gravel create this soil by duplicating the latter Chapter 6 Tutorial 3 cofferdam in mixed soils 49 R Select the sand and gravel in the Stockyard s Existing Objects pane E Choose the Duplicate command from the Edit menu EM Double click on the duplicate which ReWaRD has named Soil 1 to display its property sheet R Change the soil s name to Medium coarse sand R Click OK to confirm the soil s properties Provided you installed ReWaRD in its default folder you will find a copy of this worked example in its current state in the folder PROGRAM FILES GEOCENTRIX REWARD 2 5 PROJECTS TUTORIAL 3 under the name STEP3 RWD Adding the missing layers Now that all the necessary soils hav
8. Term Short Objects on retained side Ground 1 Generated Wall 1 Generated Borehole 1 Generated Water Table 1 Generated Sub artesian water table v Surcharge 1 J gt Objects on excavated side x ie B E k E B E B E k k er ue Selecting the design standard In this Tutorial you will work to the recommendations given in CIRIA Report 104 using the Gross Pressure Method To select this standard choose the CIRIA 104 gt Gross Pressure Method command from the Design menu You can review the settings for the selected standard by choosing the Properties command from ReWaRD s Design menu Click on each of the tabs in turn to see what rules the program follows when performing its calculations When you reach the CIRIA 104 page select the Moderately Conservative design approach and Temporary Works condition When you have finished click OK to close the dialogue box Provided you installed ReWaRD in its default folder you will find a copy of this worked example in its current state in the folder PROGRAM FILES GEOCENTRIX REWARD 2 5 PROJECTS TUTORIAL 3 under the name STEP9 RWD Calculating earth pressures The term Earth pressures used in its generic sense includes R Pressures in the ground vertical and horizontal effective stresses and pore water pressures M Pressures due to surcharges vertical and horizontal 54 ReWaRD 2 5 User Manual M Other pressures acting on the retai
9. 104 are 1 5 If you switch to spreadsheet or table view by choosing Table from the Workbook s View menu you obtain the design prop force at 2m depth as 577 kN m CIRIA 104 on page 137 gives the maximum unfactored bending moment as 627 kNm m corresponding to a design value of 940 kNm m the maximum unfactored shear force as 216 kN m corresponding to a design value of 324 kN m and the prop force as 232 kN m corresponding to a design value of 580 kN m with a safety factor of 2 5 Thus CIRIA 104 and ReWaRD are in good agreement on these values the slight differences are due to rounding errors in CIRIA 104 s calculations Printing your results At this point you will want to obtain a hard copy of your result ReWaRD allows you to select exactly what you want to appear on your printed output R You select which objects in the Stockyard should be printed by default all objects are selected M You select which Workbooks should be printed by default no Workbooks are selected R You select which results should be printed by default all results for each selected Workbook are printed To override the default settings E Choose the Page Setup command from ReWaRD s File menu or the Page Setup button on ReWaRD s Toolbar The following box appears 42 ReWaRD 2 5 User Manual Print Page Setup a S x Stockyard Workbooks Pictures Res OK T Print information about these objects x Cancel R Carcel
10. E Choose the Print command from ReWaRD s File menu or the Print button on ReWaRD s Toolbar R Select whatever print options you require and click the OK button to begin printing To can obtain a preview of the printed output HM Choose the Print Preview command from ReWaRD s File menu or the Print button on ReWaRD s Toolbar EM A window similar to this appears ReWaRD 2 5 Professional Edition File Edit View Properties Calculate Design Tools Window Help Pages 7 008 MORIR AA fon Ja x What next Chapter 6 takes you through the design of a more complicated structure a multi propped cofferdam in mixed soils using the techniques introduced in Tutorials 1 and 2 44 ReWaRD 2 5 User Manual Chapter 6 Tutorial 3 cofferdam in mixed soils 45 Chapter 6 Tutorial 3 cofferdam in mixed soils This tutorial helps you to get to grips with ReWaRD s more advanced features by building a multi propped cofferdam in a mixed soil profile The tutorial shows you how to R Change the engineering objects generated by ReWaRD s Construction Wizard M Add new engineering objects as needed M Choose between the available design standards R Check the results of your calculations R Customize the printed output Worked example The worked example is taken from CIRIA s Special Publication 95 7he design and construction of sheet piled cofferdams by Williams and Waite 1993 Appendix B of that document describes the de
11. Edit menu allowing you to transfer engineering objects between different ReWaRD documents and to transfer the results of your calculations to any spreadsheet that can read Microsoft Excel files Start up and Construction Wizards added to help novice users get started and experienced users become more efficient in their use of the program Commands added to the Window menu to enable you to open close minimize and restore the various windows ReWaRD creates Introduced an integrated design environment comprising the Stockyard see Chapter 7 and Workbooks Chapter 8 Added earth pressures calculations for king post walls using Broms method Added structural force calculations for multi propped walls using the hinge method described in BS8002 Equilibrium conditions could be determined by any one of three methods using partial or lumped factors of safety Radical overhaul of ReWaRD s user interface Project Information box moved to the Properties menu Version 1 x s Information Managers replaced by Version 2 0 s Stockyard The Ground and Structure menus from Version 1 x replaced by the Stockyard s View and Create menus The ability to change the value of gravity was removed Version 1 x s Earth Pressures Factors of Safety Bending Moments Prop Forces and Displacements windows were replaced by Version 2 0 s Workbooks Various design options were brought together in Design Standards The results of base stability calculations were
12. Instructions for installing and running your copy of ReWaRD Hardware and software requirements In order to run ReWaRD you will need the following hardware and software E IBM compatible PC with an 80386 or higher processor E Microsoft Windows 95 or later or Microsoft Windows NT 4 or later M At least 30Mb free space on your hard disk for a complete installation R CD ROM drive R Any printer supported by Windows E A mouse or other pointing device supported by Windows Upgrading from an earlier version of ReWaRD If you are upgrading your copy of ReWaRD from an earlier version you should note the following R ReWaRD s setup program installs Version 2 5 in a different directory to Versions 1 x and 2 0 and hence will not overwrite your existing copy of ReWaRD R JOB files created in ReWaRD 1 x can be imported into ReWaRD 2 5 where they will be converted into ReWaRD s new RWD format R RWD files created in ReWaRD 2 0 can be opened in ReWaRD 2 5 where they will be updated without loss of information R Documents created in ReWaRD 2 5 can be exported into ReWaRD 1 x s JOB format although some information may be lost The program will inform you when this happens E Documents created in ReWaRD 2 5 cannot be read by ReWaRD 2 0 To install ReWaRD 12 ReWaRD 2 5 User Manual 1 Place the Geocentrix Software CD Ein yew tni Mana Toole in your CD ROM drive The A OOWRE Browser right should I Software CD auto mati
13. Pa we 8 Construction Stages amp Ground Profiles he Excavations B Soils ae Layers E Boreholes lt Uetaults Help a 4 A R Tick the engineering objects whose properties you want to print R Un tick those object you don t want to print R Next click on the Workbooks tab Print Page Setup Stockyard Workbooks Pictures Res x Print information about these objects x Cancel 7 Stage 1 Generated va a Stage 2 Generated f Detaults Zi Stage 4 Generated R Tick the stages for which you want to print results R Un tick those for which you don t want results R Next click on the Pictures tab Print Page Setup Stockyard workbooks Fictures Re x Print the following information X Cancel Eca Ba Structural Forces d Peck s Envelope Wa Displacements Es Durability EZ TE R Tick the pictures you want to print R Un tick those you don t want to print R Next click on the Results tab Chapter 5 Tutorial 2 propped wall in stiff clay 43 Print Page Setup E E l x workbooks Pictures Results Lay dK Print information about these objects ds Earth Pressures L A Required Embedment Bla Structural Forces d Peck s Envelope L i Base Stability R Tick the results you want to print R Un tick those you don t want to print R Finally click the OK button to save your settings To print the data
14. forces in the wall See the ReWaRD Reference Manual for further information ReWakRD displays the structural forces pictorially Chapter 4 Tutorial 1 cantilever wall in sand 29 Workbook Stage 1 Generated 1 250 20 15 10 5 0 5 10 15 20 2 al Largest factored bending moment 128 8 kNm m Largest factored bending moment 261 9 kN m The maximum bending moment in this case is 93 kNm m and the maximum shear force is 210 kN m These are design values i e they already include the appropriate safety factors which in the case of CIRIA 104 are 1 5 You can view the earth pressures used to calculate these structural forces by choosing the appropriate command from the Workbook s View x Earth Pressures menu You should choose the At Failure command since these are the earth pressures that CIRIA 104 recommends for calculating structural forces The following diagram shows the earth pressures obtained at failure Workbook Stage 1 Generated Mil x 1 250 15 10 5 U 5 h 10 15 al 30 ReWaRD 2 5 User Manual Note that the earth pressures on the excavated side of the wall do begin at formation level this is because CIRIA 104 does not require a minimum unplanned excavation to be considered Checking the required embedment To calculate the required embedment of the wall choose the Required Embedment command from the Workbook s Calculate menu The results are displayed in a hierarchical tree view By expanding the app
15. from scratch It has created a total of seven engineering objects which you can view by clicking on All Objects in the Stockyard s Objects Type pane Horizontal ground surface Diaphragm wall 0 6m thick Sand with appropriate properties Drained layer containing the sand Borehole containing the layer Construction stage containing all the other objects Horizontal excavation at 4m depth You can review the properties of these objects by clicking on them in turn and looking at the pane labelled Properties of Selected Object Chapter 4 Tutorial 1 cantilever wall in sand 23 At this point it is a good idea to save your work which you can do by choosing the Save As command from the File menu or by clicking on the Save button on the Toolbar When the Save As dialogue box appears choose the folder where you want to save the document enter its filename as TUTORIAL1 and click OK ReWaRD will automatically add the extension RWD for you Provided you installed ReWaRD in its default folder you will find a copy of this worked example in its current state in the folder PROGRAM FILES GEOCENTRIX REWARD 2 5 PROJECTS TUTORIAL 1 under the name STEP1 RWD Choosing a design standard ReWaRD provides support for several UK and international HER design standards as listed on the Design menu When you select one of Piling Handbook these standards ReWaRD changes its configuration so that CIRIA 104 the calculations you perform are in a
16. made available on a separate page of each Workbook Added automatic selection of Peck s envelope Added automatic selection of the displacement database Graphs were made an integral part of the program
17. oe g Moments 2 Overtuming 1868 KN m m 2 Restoring 1868 kNm m TF Dut of balan ce 0 kNm m os Restonng Overtuming 100 i The wall is in equilibrium H XZ with actual safety factors 7 At Failure i k E k W K E w W war See the ReWaRD Reference Manual for an explanation of what the terms as built at minimum safe embedment with maximum safety factors and at failure mean Calculating structural forces Structural forces include bending moments and shear forces acting in the retaining wall and forces in any props or anchors used to support it Structural forces can only be calculated if the wall is in a condition of stable equilibrium ReWaRD automatically adjusts the earth pressures acting on the wall in order to achieve equilibrium before calculating the structural forces Full details of these calculations are given in the ReWaRD Reference Manual To calculate structural forces choose the Structural Forces command from the Workbook s Calculate menu ReWaRD displays the structural forces diagram which shows the bending moments and shear forces acting on the wall The maximum bending moment and shear force are also given Chapter 6 Tutorial 3 cofferdam in mixed soils 57 Workbook Stage 2 Generated ioj xi 1 250 20 15 10 5 0 BEN 10 15 20 aal LIL LT LLL DD Da I DR LT LLL LT LLL LT LLL LT DD DD DK DD LLL LT LLL LT LLL EEE LET DD DK LT LLL LT LLL LT DI Largest factored bending moment 106 7 kNm m Largest facto
18. properties The Drawing Boards change to reflect the new wall dimensions Chapter 6 Tutorial 3 cofferdam in mixed soils 51 To display the props that the Construction Wizard has created for you click on Prop in the Stockyard s Object Types pane Double click on Prop 1 to display its property sheet then R On the Dimensions page change the props s depth to 0 5m R Click OK to confirm the prop s properties The Drawing Boards change to reflect the new prop position Provided you installed ReWaRD in its default folder you will find a copy of this worked example in its current state in the folder PROGRAM FILES GEOCENTRIX REWARD 2 5 PROJECTS TUTORIAL 3 under the name STEP6 RWD Changing and adding water tables The next task is to model groundwater conditions at the site To display the water tables that the Construction Wizard has created for you click on Water Table in the Stockyard s Object Types pane Double click on Water Table 1 to display its property sheet then M On the Properties page change the depth to 2 5m R Click OK to confirm the water table s properties Double click on Water Table 3 to display its property sheet then M On the Properties page change the depth to 5 0m to bring it back into line with the changed excavation depth R Click OK to confirm the water table s properties To create a new water table Right click on Water table in the Stockyard s Objects Types pane Choose N
19. stage and then opens a new Workbook for you to add engineering objects to At this point your screen should look something like this Y and Y unsaturated and saturated unit weights respectively angle of shearing resistance and c effective cohesion of the clay 34 ReWaRD 2 5 User Manual ReWaRD 2 5 Professional Edition OF Xx File Edit View Properties Calculate Design Tools Window Help jelal A91 Sa El Ts Sa el llc hs li al 88 Stockyard Untitled Iof x Workbook Example C2 OF x i 10 5 0 5 10 15 l Object Types Existing Objects a All Objects og d Ba Ground Profile In Excavation Soil i Layer F Borehole Water Table Properties of Selected Object Name Example C2 Notes Type Construction Stage Term Long Objects on retained side Objects on excavated side T Sage Generated Provided you installed ReWaRD in its default folder you will find a copy of this worked example in its current state in the folder PROGRAM FILES GEOCENTRIX REWARD 2 5 PROJECTS TUTORIAL 2 under the name STEP1 RWD Creating the ground geometry Now define the geometry of the problem by creating a ground profile and an excavation Click on the Stockyard to make it active Althoush you could create a ground profile via the Stockyard s Create menu as before instead use one of the buttons on the Stockyard s Toolbar to do the same thing You can locate which button to use by moving your m
20. the features you want to install choose a product install path and click Next 6 When you are ready to update your system click Next The ReWaRD Setup program will install the necessary files on your system 7 When setup is complete click Finish The HASP Device Driver setup program will then start allowing you to install the drivers necessary for ReWaRD to communicate with its security key Follow the on screen instructions 8 When the HASP setup IS Licence Registration Wizard complete click Finish If K RE you ticked the Run lann ReWaRD button ReWaRD E S C will start automatically and display its Licence H Registration Wizard Edition RewahD 2 5 Trial Editi 9 Enter your user ReWaRD 2 5 Standard Edition information exactl as RewahD 2 5 Professional Edition Exactly E Licence No given on the program s EEE packaging make sure the Network Licence supplied security key is To register this program please enter your company name address edition and attach ed to your licence number in the boxes above and click the Register button Note items a marked must correspond to the information given on the program s packaging computer and click Register to run ReWaRD To run the trial edition of the program click the Trial button To run ReWaRD 1 From Windows Start menu click All Programs Geocentrix ReWaRD 2 5 To uninstall ReWaRD 1 Exit ReWaRD From Windows Start menu click All Pr
21. 159 Dod El alale Alleine een niet Tee Dr Workbook Stage 2 Generated BREI iaa sC Stage 3 Generated BREI ABER GE Workbook Stage 4 Generated TSI ES I 10 4 250 10 5 0 5 10 Type Drained Thickness 5m Soil Medium coarse sand Tension crack Flooded Limiting coefficients I I s specified in design standard t rest coefficient k7 E 7 P E7 E7 E7 FT ep TBorehole 1 Generated When you have finished this bring the Workbook for Stage 2 to the front of the screen by clicking on it or by choosing Workbook Stage 2 Generated from ReWaRD s Window menu Note that the soil columns for Stage 2 have been updated to correspond with those for Stage 4 Provided you installed ReWaRD in its default folder you will find a copy of this worked example in its current state in the folder PROGRAM FILES GEOCENTRIX REWARD 2 5 PROJECTS TUTORIAL 3 under the name STEPS RWD Extending the wall and moving the top prop The next task is to provide the retaining wall with an upstand so that the top prop can be placed at 0 5m above ground level To display the wall that the Construction Wizard has created for you click on Retaining Wallin the Stockyard s Object Types pane Double click on the wall to display its property sheet then R On the Dimensions page change the wall s height to 13 5m this is the height assumed in CIRIA SP95 and its upstand to 0 5m so its total height is 14m R Click OK to confirm the wall s
22. 25 Workbook Stage 1 Generated 250 20 15 10 5 0 5 10 15 20 14 Largest factored bending moment 166 3 kNm m Largest factored bending moment 254 5 kN m KKK 4444 LKK KK ees L K K K K esses LK K K 4444 LK K K K sss beeen sess been 4444 L K K K zz D af amp b G b Dr BD Di wW DV b E Bending moments are shown by a dark blue solid line and shear forces by a light blue dashed line Maximum values of each are noted on the diagram these are design values i e they already include appropriate safety factors which in the case of BS 8002 are 1 0 The dashed red line on the right hand side of the picture indicates the unplanned excavation that ReWaRD has applied in accordance with BS 8002 You can view the earth pressures used to calculate these structural forces by choosing the appropriate command from the Workbook s View Earth Pressures menu You should choose the At Minimum Safe Embedment command since these are the earth pressures used in this case The following diagram show the earth pressures obtained at the minimum safe embedment 26 Workbook Stage 1 Generated 10 1 250 20 15 20 4 ReWaRD 2 5 User Manual KR 7 b R b R b R b RB b 7 R T v Note that the earth pressures on the excavated side of the wall do not begin at formation level this is because BS 8002 requires a minimum unplanned excavation of 0 5m to be included in the calculations One of ReWaRD s key benefi
23. AM FILES GEOCENTRIX REWARD 2 5 PROJECTS TUTORIAL 2 under the name STEP3 RWD Creating a soil column Now it is time to define the soil column at the site This involves creating three different objects E A soil to represent the properties of the stiff clay Object Gravel Sand Granular Silt Cohesive Silt R A layer to represent the geometry and drainage conditions gia cy ranc R A borehole to represent the elevation and ordering of the layers Although you could create the soil by using any of the methods described above you can speed up the creation of objects still further by using one of the Stockyard s context menus as follows Granular Fill Cohesive Fill Chalk Rock River Soll Custom Salil Chapter 5 Tutorial 2 propped wall in stiff clay 37 E Rishtclick on the word So in the Stockyard s Object Types pane R Choose the command New gt Clay from the pop up menu that appears ReWaRD creates a new Clay Soil and displays its property box Then set the following properties R On the General page change the soil s name to Stiff clay M On the Classification page change the soil s classification to Unclassified Stiff E On the Density Weisht page click on the Unit Weight button if not already selected and then change the soil s saturated and unsaturated weights to 20 kN m M On the Effective Stress page change the soil s angle of shearing resistance to 25 and its effectiv
24. Base stability Some pages display their results in one of two ways either as a diagram or in a table of values of E Depth EarthPr WaterPr TotalPr EarthPr m kPa kPa kPa kPa k Retained Retained Retained Excavated Excava 0 50 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 00 2 3 0 0 2 3 0 0 2 45 12 3 0 0 12 3 0 0 2 45 12 3 0 0 12 3 0 0 2 50 12 5 0 0 12 5 0 0 2 50 12 5 0 0 12 5 0 0 2 51 12 5 0 1 12 6 0 0 2 51 12 5 0 1 12 6 0 0 4 00 16 0 14 7 30 7 0 0 4 00 0 0 39 2 39 2 0 0 5 00 0 0 49 0 49 0 0 0 5 00 25 0 0 0 25 0 0 0 5 16 25 8 0 0 25 8 12 9 5 16 25 8 0 0 25 8 12 9 6 00 30 0 0 0 30 0 81 9 20 6 00 30 0 0 0 30 0 81 9 Yv ARNI 17 b nn 17 b Af 4 J K di KR N E kh E kh E m E h K 7 R 5 ERW RE You can switch between these views E By toggling between the Picture and Table commands on the Workbook s View menu E Or By toggling between the Picture and Table buttons on the Workbook s Toolbar Customizing a page You can customize each page s display by choosing the Page command on the Workbook s Properties menu This command is also available on the pop up menu that appears when you right click on aWorkbook page Additionally in the table based pages you can customize each column s display by choosing the Properties of Column lt Letter gt command on the Workbook s Properties menu where lt Letter gt is the column s letter st
25. IA 104 Maximum bending moment kNm m Maximum shear force kN m 255 262 BS 8002 is more conservative than CIRIA 104 for this worked example particularly in terms of bending moments This is due mainly to the provision in BS 8002 of an unplanned excavation of 0 5m Chapter 4 Tutorial 1 cantilever wall in sand 31 What next Chapter 5 shows you how to build a project from scratch using ReWaRD s drag and drop design features and how to produce a printed report Chapter 6 takes you through the design of amore complicated structure a multi propped cofferdam in mixed soils using the techniques introduced in Tutorials 1 and 2 32 ReWaRD 2 5 User Manual Chapter 5 Tutorial 2 propped wall in stiff clay 33 Chapter 5 Tutorial 2 propped wall in stiff clay This tutorial helps you to extend your knowledge of ReWaRD by designing a propped wall in stiff clay The tutorial shows you how to R Build a project from scratch without using the Construction Wizard R Drag engineering objects from the Stockyard and drop them onto a Workbook s Drawing Board R Switch between short and long term stages and hence drained and undrained calculations R Obtain a printout of your input and output data Worked example The worked example is taken from CIRIA Report 104 Design of retaining walls embedded in stiff clays by Padfield and Mair 1984 Appendix C of that document includes calculations for propped walls in stiff cl
26. LZ ala eed Lo ooo Workbook Stage 1 Generated IOIx 1 ga Workbook Stage 2 Generated Iof xi Construction SEI A Stage 1 Generat eed ge Workbook Stage 3 Generated Iof x A Stage 2 Generat lt m oe 81 Workbook Stage 4 Generated Iof A Stage 3 Generat ALEP p S 10 5 0 5 10 A Stage 4 Generat a all 3 Properties of Selected Object Name Stage 4 Generated Notes Type Construction Stage Term Long Objects on retained side Ground 1 Generated Wall 1 Generated Borehole 1 Generated Water Table 1 Generated Objects on excavated side Excavation 4 Generated Water Table 5 Generated Rorehnle 1 Generated Before proceeding further save your work as TUTORIAL3 Provided you installed ReWaRD in its default folder you will find a copy of this worked example in its current state in the folder PROGRAM FILES GEOCENTRIX REWARD 2 5 PROJECTS TUTORIAL 3 under the name STEP1 RWD Modifying the project ReWaRD s Construction Wizard has automated a lot of the work you would normally have to do to create a multi propped retaining wall project but it has still left you with some things you need to change and some you need to add in order to model the worked example given in CIRIA SP95 R The excavation depths must checked and if necessary changed E Other soil layers must be added R The retaining wall must be given an upstand and the top prop m
27. ReWaRD Version 2 5 User Manual RETAINING WALL DESIGN ReWaRD 2 5 User Manual Information in this document is subject to change without notice and does not represent a commitment on the part of Geocentrix Ltd The software described in this document is furnished under a licence agreement or non disclosure agreement and may be used or copied only in accordance with the terms of that agreement It is against the law to copy the software except as specifically allowed in the licence or non disclosure agreement No part of this manual may be reproduced or transmitted in any form or by any means electronic or mechanical including photocopying and recording for any purpose without the express written permission of Geocentrix Ltd 1992 2007 Geocentrix Ltd All rights reserved Geocentrix and ReWaRD are registered trademarks of Geocentrix Ltd Frodingham and Larssen are registered trademarks of Corus plc in the United Kingdom Microsoft and Windows are registered trademarks of Microsoft Corporation IBM is a registered trademark of International Business Machines Corp Other brand or product names are trademarks or registered trademarks of their respective holders Set in Optimum using Corel WordPerfect 12 Update 19 04 07 Printed in the UK Acknowledgements 3 Acknowledgments ReWaRD 2 5 was designed and written by Dr Andrew Bond and lan Spencer of Geocentrix Ltd The program was originally commissioned by British Steel Ltd
28. a graphical view of the settlement and horizontal movement envelopes predicted by the database A summary of the maximum settlement and horizontal movement both average and upper and lower bounds to the data are also given 58 ReWaRD 2 5 User Manual Workbook Stage 2 Generated 1 250 19 10 5 10 15 S 5 Max Settlement Max Displacement Upper 20mm Upper 27mm Average 15mm Average 20mm Lower 10mm Lower 13mm n 04444 PETE ET ELITE TI TET ur 444444444 T 10 15 4 _ F f Feck s Envelope lt i gt Hase Stability Displacements Y Messages Reviewing messages ReWaRD provides an audit trai including of the actions you take in each Workbook R A record of any objects added to or removed from the construction stage R A record of the start and finish of any calculations you perform R Any warning or error messages generated by the calculations To review these messages choose the Messages command from the Workbook s View menu Workbook Stage 2 Generated Validating the construction stage Calculating earth pressures as built for the specified wall length and safety factors H Calculating earth pressures at the minimum safe embedment with the specified safety factors Calculating earth pressures with maximized safety factors for the specified wall length E Command started at 20 3 00 6 57 46 pm 0 Modifying the design standard D 0 Creating a prototype of the c
29. a new project Create a new project from a Template Open an existing project Select which option you want from those provided and click the Go button alternatively doub eclick on the desired option to select and go in one action Chapter 3 Overview 17 The Start up Wizard automatically appears each time you run ReWaRD If you want to display the Start up Wizard at any other time choose the Start up Wizard command from the Tools menu Construction Wizard The Construction Wizard helps you build up a multi stage construction sequence by answering a few key questions Once the Construction Wizard has built your multi staged project you can then edit it to meet your precise requirements Construction Wizard Step 1 Please specify the finished geometry of the E Ea retaining structure b N evl 4 Previous Ie Cantilever C Propped Cantilever Mult propped x Cancel Number of Prope a l C Double propped Retained Height H 2 5 m ka The tutorial in Chapter 4 shows you how to use the Construction Wizard To display the Construction Wizard choose the Construction Wizard command from the Tools menu On line help ReWaRD has one of the most comprehensive on line help systems of any geotechnical engineering program If you want to know how to use a particular dialogue box or want to discover what BS 8002 recommends for angles of wall friction you will find the information you want in ReWaRD
30. arameters for that object by clicking on the Defaults button on the right hand side of the object s property box ReWaRD takes the default parameters from the Registry and enters them onto whichever page of the property box is visible hidden pages are not affected If a parameter does not have a default setting in the Registry ReWaRD uses its factory default instead see below You can set the default parameters for any engineering object by going to its Defaults page and clicking the Set Defaults button 78 ReWaRD 2 5 User Manual Properties of Stage 2 Generated E Supports Notes Defauts Ki To save the properties of the current object as defaults for all x L l objects of this type click here a Set Defaults Fa Defaults To reset the defaults for all objects of this type to their original 2 Help values click here Reset Defaults The properties of the object that you are currently editing are then saved to the Registry for later recall You can reset the default parameters for any engineering object by clicking the Reset Defaults button on the same page The values stored in the Registry are replaced with factory defaults Factory defaults ReWaRD contains within its program code default parameters for all the engineering objects it provides These default parameters are called factory defaults and are fully documented in ReWaRD s Help system Chapter 11 Upgrading from previous versions 79 Cha
31. arger form indicates dimensions or other properties that are needed to define that object A selection of icons is shown below f Objects names Defaults Each engineering object has a unique name which is used to identify it ReWaRD automatically generates a default name e g Prop 1 Retaining Wall 3 etc When you create an engineering object You may change the name ReWaRD provides provided you use a name that is not being used by any another object in the current document In practice you will find it convenient to give certain objects such as surcharges meaningful names such as Load from footing Traffic loading etc ReWaRD provides default properties for most of the parameters that are needed to define your engineering objects Chapter 9 explains how you can customize the default properties To change an object s properties to its default values R Click on the property box s Defaults button R Press ALT on your keyboard Chapter 7 The Stockyard 65 Context sensitive help To obtain context sensitive help for a particular property box R Click on the property box s Help button M Press F1 on your keyboard RewaRD Help File Edit Bookmark Options Help ne Properties of Water Table 1 Ed a General Properties o C Motes 4 d 3 M Cancel BE Pa Defaults DE of Water Table 1 To find out what information you should enter into any particular control within the pro
32. arting at A This command is also available on the pop up menu that appears when you right click Chapter 8 Workbooks 71 on a table column Choosing a layout You can change to any one of a number of pre defined layouts for ReWaRD s table pages by choosing the appropriate command from the Workbook s View menu For example to display as built earth pressure coefficients R First calculate the earth pressures as built by choosing the Earth Pressures gt As Built command from the Workbook s Calculate menu R Then switch to table display by choosing the Table command from the Workbook s View menu R Finally display the earth pressure coefficients by choosing the Earth Pressures gt Coefficients command from the Workbook s View menu You can also save the current layout for later re use by choosing the Workbook gt Save Layout command from the Workbook s Properties menu You can then restore the layout by choosing the Workbook gt Restore Layout command A selection of useful layouts are supplied with the program in the folder PROGRAM FILES GEOCENTRIX REWARD 2 5 LAYOUTS they have the file extension RWL You can restore a Workbook to its default layout by choosing the Workbook gt Restore Default Layout command from the Workbook s Properties menu The Messages Page ReWaRD uses the Messages Page to inform you of anything that occurs in its calculations that requires your attention or approval Workbook S
33. ay with and without seepage around the wall Example C 2 involves the design of a wall to support an 8m excavation in stiff clay The ground conditions at the site comprise an unspecified thickness of stiff clay Y y 20 kN m 25 c 0 Groundwater is at Im below ground level on the retained side of the wall and at 1m below formation level on the excavated side The wall type unspecified but assumed herein to be secant piled will form part of the temporary works and is supported by a prop at 2m below ground level You are required to calculate the wall s minimum depth of embedment the maximum bending moment and shear force in the wall and the force in the prop Creating a new project from scratch If ReWaRD is not already running double click on the ReWaRD icon to load the program into your computer s memory Once the splash screen has disappeared ReWaRD displays its Start up Wizard Select the option Create a New Project and click the Go button ReWaRD s Stockyard appears on your screen Many of the following tasks can be performed in any order you choose Creating a construction stage Start the new project by creating a Construction Stage Choose Construction Stage on the Stockyard s Create menu and click the OK button in the dialogue box that appears ReWakRD creates a new Construction Stage and displays its property box Change the name of the stage to Example C2 and click OK ReWakRD saves the
34. books Although the Stockyard is where you create the engineering objects you need ReWaRD s Workbooks are where you use them to create designs Each Workbook encapsulates all the information that is relevant to a particular construction stage whether it is part of a sequence of stages or one of several what if scenarios 16 Tools ReWaRD 2 5 User Manual Workbook Stage 4 ah el OF x 1250 f 10 10 ReWaRD s Workbooks are multi paged windows containing a Drawing Board several results and graph pages and a messages page The Drawing Board provides continuous visual feedback as you build each construction stage By presenting the results of its calculations on separate pages ReWaRD ensures that all the information you might want is readily available without you being overwhelmed with numbers Chapter 8 describes the capabilities of ReWaRD s Workbooks in detail and explains how you can use them to optimize your designs ReWaRD provides a number of tools to increase your efficiency in using the program You can see what tools are available to you by clicking on the Tools item on the menu bar Startup Wizard The Start up Wizard is designed to speed up your use of ReWaRD by listing the four most common tasks that users perform when they first start the program Revier ReWaRD Go AV welcome to Rew abn 2 5 x Cancel What do you want to do today Help Y Dun the Construction wizard Create
35. cal ly appeal if N ot ru n Geocentrix develops a range of geotechnical design programs which follow the U i S atest design rbe and practices The table op ur 3 one Laia S ETU P EXE fro mMm the C D s root particular program To es Sick A ce en the ond of folder uri E retaining walis incorporating several UX and internagonal design 2 Click ON the text Click here to standards including BS 8002 and Eurocode 7 install ReWaRD Or the arrow te u Click here to install ReWaRD 4 Repute tr an advanced computer program for deterring the response alo n gside It to ru n the ReWaR D of pile groups to 3 dimensional iaado using linear or norelinear soil Setu U program When asked j Do Click here to Install gente you want to run or save this file IN San Se computar pogam R rainforced click Run If a SECU rity warning i Click here to install ReActiv appears click Run Contact details 3 When the ReWaRD Setup welcome screen appears click Geocentnx Scanic House 54 Wilmot Way Banstead Surrey SM7 ZPY United Kingdom wyiw geocentrix co uk support geocentrix co uk 44 0 1737 373963 bei 44 0 1737 373980 fax Next d d h 2005 Geocentrix Lid Al nghts reserved QG DUTT ns ReWaRD and ReActy are registered trademarks of Geocentrx Lid 4 Rea an accept t C License Rapute and Renown are trademarks of Geocentrix Ltd Agreement and click Next Then review the Release Notes and click Next 5 Select
36. ccordance with it Geoquide 1 BD 42 In this Tutorial you will prepare calculations using two British eee design standards Eurocode 7 Custom Design E BS 8002 B CIRIA 104 Properties Options Designing to BS 8002 If it is not already selected select BS 8002 from ReWaRD s Design menu The selected standard is shown ticked and greyed on this menu You can review the settings for the selected standard by choosing the Properties command from the Design menu The following box appears for BS 8002 British Standard 8002 re i General Load Factors Material Factors F Limiting Earth Pressure Coefficients x Cancel Kerisel amp Abst 7 Max Depth of Tension Crack Tension crack limited to the retained height x 7 Help Cantilever Toe In 20 Click on each of the tabs in turn to see what rules the program follows when it performs its calculations In particular note the partial factors that are applied to the soil s drained parameters 24 ReWaRD 2 5 User Manual British Standard 8007 Partial Factors on Dramed Parameters Shearing Resistance tan phil H 1 2 Effective Cohesion c H ee Cancel Pa Defaults elp a a T m Iz m nl CL TI cu LZ 13 cu a D 7m ja a D S S IS a in E r L Fa x Partial Factors on Undramed Parameters Undrained Strength Cu H 1 5 On the Equilibrium page note that equilibrium
37. ce eee cece eens Worked example Using the Construction Wizard to create a new project Step 1 Step 2 Step 3 Step 4 Step 5 Step 6 What the Construction Wizard has done for you OOO WOW X ON 11 11 11 11 12 12 13 13 13 13 13 14 14 14 14 15 16 16 17 17 18 19 19 19 19 20 20 21 21 21 22 Table of contents Choosing a design standard Designing to BS 8002 Calculating structural forces Checking the required embedment Designing to CIRIA 104 Calculating structural forces Checking the required embedment Conclusion What next Chapter 5 Tutorial 2 propped wall in stiff clay Worked example Creating a new project from scratch Creating a construction stage Creating the ground geometry Creating the wall Creating a soil column Adding the remaining objects Designing to CIRIA 104 Calculating the required embedment Calculating structural forces Printing your results What next Chapter 6 Tutorial 3 cofferdam in mixed soils Worked example Using the Construction Wizard to create a new project Step 1 specify the finished geometry Step 2 enter the depths of the props Step 3 enter the properties of the predominant soil type Step 4 choose the type of retaining wall Step 5 where do you want water tables Step 6 go Modifying the project Changing the depths of the excavations Adding the missing soils Adding the missing layers Amending the borehole Extending the wall and movin
38. click on the button with a single arrow pointing to the right gt The layer moves from the Available box to the Chosen box R Click on the OK button to confirm the borehole s properties Finally drag the borehole onto the Workbook s Drawing Board where it automatically appears on both sides of the wall The Drawing Board now looks something like this 38 ReWaRD 2 5 User Manual Workbook Example C2 1250 f 10 Note the appearance of the soil column R The colour pattern of the main part of the soil column represents the soil in this case a clay R The colour pattern of the corner piece represents the layer in this case undrained Provided you installed ReWaRD in its default folder you will find a copy of this worked example in its current state in the folder PROGRAM FILES GEOCENTRIX REWARD 2 5 PROJECTS TUTORIAL 2 under the name STEP4 RWD Adding the remaining objects The remaining objects for you to create are two water tables on either side of the wall and a prop To add the first water table E Rishtclick on the words Water Table in the Stockyard s Object Types pane and choose New gt Linear Seepage on the menu that appears R ReWakRD creates a new Linear Seepage Water Table and displays its property box On the Properties page change the depth to 1m Click on the OK button to confirm the water table s properties Drag the water table onto the Workbook s Drawing Board making sure that you drop in
39. conditions are set to At minimum safe embedment see the ReWaRD Reference Manual for further information about what this means The significance of this will become apparent later in the tutorial Click Cancel to close this box when you have finished Calculating structural forces Once you have defined a valid construction stage and have selected the design standard you wish to use you are ready to calculate structural forces in the wall R if necessary click on the Workbook to make it active Validate Data E Choose the Structural Forces command on the Workbook s Calculate menu R Or Click on the Calculate Structural Forces button on the Workbook s Toolbar Earth Pressures K Required Embedment Structural Forces E Bi Ecks EnVEeloDE a fe Shanta ReWakD calculates earth pressures against the wall that S are in equilibrium and match the condition given on the Equilibrium page of the Design Standard s property box In this case earth pressures are calculated at the Calculate All minimum safe embedment of the wall i e in equilibrium with safety factors applied Preplasenmente Durability Clear Results Clear Messages ReWaRD then uses these earth pressures to calculate the ee one structural forces in the wall see the ReWaRD Reference Manual for further details and displays the structural forces on a picture of the construction stage Chapter 4 Tutorial 1 cantilever wall in sand
40. dy 8 5m Provided you installed ReWaRD in its default folder you will find a copy of this worked example in its current state in the folder PROGRAM FILES GEOCENTRIX REWARD 2 5 PROJECTS TUTORIAL 3 under the name STEP2 RWD Adding the missing soils To model the ground conditions at the site we must first create a number of soils To display the soil that the Construction Wizard has already created for you click on So in the Stockyard s Object Types pane Double click on the soil to display its property sheet then E On the General page change the soil s name to Sand and gravel R On the Classification page leave the soil s classification as Unclassified Unspecified E On the Density Weisht page click on the Unit Weight button if not already selected and then change the soil s saturated weight to 20 3 kN m and its unsaturated weight to 18 kN m Answer Yes to any warning messages asking you to confirm the values entered M On the Effective Stress page leave this soil s angle of friction as 35 and its effective cohesion as zero R On the Notes page enter any notes about this soil that you want to keep for future reference R Finally click OK to confirm the soil s properties To create a new Soil Right click on Soi in the Objects Types pane Choose New x Clay on the pop up menu that appears ReWakRD displays a property sheet for the newly created soil On the General page change the soil s name to
41. e been created you can use these to define the layers at the site To display the layer that the Construction Wizard has created for you click on Layer in the Stockyard s Object Types pane Double click on the layer to display its property sheet then M On the General page change the layer s name to Layer 1 R On the Properties page change the layer s thickness to Am and select Sand and gravel as the soil R Click OK to confirm the layer s properties The soil columns on the Drawing Board of each Workbook change to reflect the new layer thickness To create a new layer E Rishtclick on Layer in the Stockyard s Objects Types pane E Choose New gt Undrained on the pop up menu that appears R ReWakRD displays a property sheet for the newly created layer R On the Properties page change the layer s thickness to 2 5m and select Firm clay as the soil note how ReWaRD only displays those soils that can be treated as undrained R Click OK to confirm the layer s properties Now create three other layers with the following properties R Drained thickness 3m soil Silty sand R Undrained thickness 2m soil Soft firm clay EM Drained thickness 5m soil Medium coarse sand Provided you installed ReWaRD in its default folder you will find a copy of this worked example in its current state in the folder PROGRAM FILES GEOCENTRIX REWARD 2 5 PROJECTS TUTORIAL 3 under the name STEP4 RWD
42. e cohesion to zero leave the Peak flag set and Poisson s ratio unchanged R On the total stress page change the soil s undrained strength to 60 kPa When you attempt to go to the Notes page a warning message will appear telling you that the soil parameter is out of range this being a stiff clay ReWaRD expected you to enter a strength between 75 and 150 kPa Answer Yes to confirm the value you have entered HewWaHD 2 5 AN Warning sol parameter is outside the normal range Normal range 5 to 150 kPa Allowable range 60 to 200 kPa ls the entered value corect R On the Notes page enter any notes about this soil that you want to keep for future reference R Finally click on the OK button to confirm the soil s properties Now create an undrained layer in which to put the soil E Rishtclick on the word Layer in the Stockyard s Object Types pane and choose New gt Undrained on the menu that appears R ReWaRD creates a new Undrained Layer and displays its property box M On the Properties page change the soil to Stiff clay and the thickness to 30m R Click on the OK button to confirm the layer s properties Now create a borehole in which to put the layer E Rishtclick on the word Borehole in the Stockyard s Object Types pane and choose New gt Borehole on the menu that appears R ReWaRD creates a new Borehole and displays its property box M On the Layers page select Layer 1 in the Available box and
43. e entered in the left hand box is considered a depth measured downwards from ground level R When the arrow points up L 2 the value entered in the box is considered to be a level measured upwards from Ordnance Datum you can set ordnance datum via the Ordnance Datum command on the Properties menu If you click this button several times you will see the value toggle between a depth of 8m depth and a level of 8m relative to Ordnance Datum When you have dragged Excavation 7 onto the Workbook s Drawing Board your construction stage should look something like this 36 ReWaRD 2 5 User Manual Workbook Example C2 Provided you installed ReWaRD in its default folder you will find a copy of this worked example in its current state in the folder PROGRAM FILES GEOCENTRIX REWARD 2 5 PROJECTS TUTORIAL 2 under the name STEP2 RWD Creating the wall Although you could create the wall via the Stockyard s Create menu or Toolbar as before instead try double clicking on the words Retaining Wallin the Stockyard s Object Types pane In the dialogue box that appears select Secant Pile and choose OK ReWakRD creates a new Secant Pile Wall and displays its property box Change the wall s toe depth to 20m and click OK to save the new wall Then drag the wall onto the Workbook s Drawing Board Provided you installed ReWaRD in its default folder you will find a copy of this worked example in its current state in the folder PROGR
44. e program Chapter 11 Upgrading from previous versions 8 ReWaRD 2 5 User Manual Conventions To help you locate and interpret information easily the ReWaRD User Manual uses the following typographical conventions This Represents Bold Items on a menu or in a list box the text on a button or next to an edit control or the label of a group box Item1 gt Item2 An item on a cascading menu Item1 is the name of an option on the main menu bar such as File or Window and Item2 is the name of an option on the cascading menu that appears when you select ltem1 such as New or Open Thus File New represents the New command from the File menu italic Place holders for information you must provide For example if you are asked to type filename you should type the actual name for a file instead of the word shown in italics Italic type also signals a new term An explanation immediately follows the italicized term monospaced Anything you must type on the keyboard CAPITALS Directory names filenames and acronyms KEYI KEY2 An instruction to press and hold down key 1 before pressing key 2 For example ALT ESC means press and hold down the ALT key before pressing the ESC key Then release both keys KEY1 KEY2 An instruction to press and release key 1 before pressing key 2 For example ALT F means press and release the ALT key before pressing and releasing the F key Where to go for help Your first source of help and informati
45. ed ability to save projects as templates Added Preferences box Added links to Geocentrix s web site and software support web pages Improved the program s overall look and feel including many user interface Improvements Several bug fixes and other improvements to the program s operation Year 2000 compliance covering Levels 1 3 of the British Standards Institution s document D SC PD2000 1 32 bit application optimized for Windows 95 98 NT4 ReWaRD 2 5 can read files created in ReWaRD 2 0 with minor loss of data you will be informed when this occurs and can import files created in ReWaRD 1 x Neither ReWaRD 1 x nor ReWaRD 2 0 can read files created in ReWaRD 2 5 What s new or improved in ReWaRD 2 0 Version 2 0 introduced many new or improved features compared with version 1 x Major overhaul of ReWaRD s user interface to make it quicker and even easier to use Completely new printing and graphing engines Implemented the following official and de facto design standards Civil Engineering Code of Practice CP2 British Steel s Piling Handbook 6th 80 ReWaRD 2 5 User Manual Edition CIRIA Report 104 Hong Kong Geoguide 1 2nd Edition British Standard 8002 European pre Standard ENV 1997 Eurocode 7 Added Print Preview and Page Setup commands Added a recently used file list to the File menu Provided pre built templates as a quick way of building common design scenarios Cut Copy and Paste commands added to the
46. ervative and set the Works to Temporary see the ReWaRD Reference Manual for further information E Choose OK to save the settings Provided you installed ReWaRD in its default folder you will find a copy of this worked example in its current state in the folder PROGRAM FILES GEOCENTRIX REWARD 2 5 PROJECTS TUTORIAL 2 under the name STEP6 RWD Calculating the required embedment To calculate the required embedment of the wall R Choose the Required Enbedment command on the Workbook s Calculate 40 Calculating ReWaRD 2 5 User Manual menu R Or Click on the Calculate Required Embedment button on the Workbook s Toolbar ReWakRD calculates the embedment of the wall with the appropriate safety factors taken from CIRIA 104 and displays the results in a tree view Workbook Example C2 El At minimum safe embedment B IER Retaining Wal lt 2 Depth of toe 15 4982 m 5 70 Partial factors E I Factors on actions 0 I Factors on material properties EI 0 Factors on resistance ff On effective earth pressures 1 2 phi lt 20 1 5 phi gt 30 Bi On total earth pressures 2 Safety Factor on resistance applied via Gross passive pressures 0 Minimum active pressure 5kPa rm 20 Safely margins on geometry E Unplanned excavation None ff Softened formation Im 0 Factors on structural forces E On bending moments 1 5 olf On shear forces 1 5 ese i On prop forces S 7 S 2 Overtuming 10683 KH mdr 2 Restori
47. ew x Hydrostatic on the pop up menu that appears ReWaRD displays a property sheet for the newly created water table On the General page change the water table s name to Sub artesian water table On the Properties page change the depth to 11 5m On the Connectivity page un check the option Connected to Overlying Water Tables and set the Ambient Pressure to 80kPa R Click OK to confirm the water table s properties Check that the Workbook for Stage 2 is still at the front of all the other Workbooks Then select the sub artesian water table in the Stockyard s Objects Pane and drag it onto the Stage 2 s Drawing Board The cursor will change shape from G LO K as you do this When you let go of the mouse button the water table appears on whichever side of the wall you let go of the mouse button Repeat the exercise again but drop the water table on the other side of the wall Now duplicate the sub artesian water table by selecting it from the Stockyard s Objects Pane and choosing the Duplicate command from the Edit menu Then double click on the duplicate which ReWaRD has named Water Table 1 to 52 ReWaRD 2 5 User Manual display its property sheet R On the General page change the water tables s name to Pumped water table this water table will be used to replace the sub artesian water table from Stage 3 onwards E On the Connectivity page set the Ambient Pressure to OkPa R Click OK to confirm the water
48. g the top prop Changing and adding water tables Adding a surcharge Designing the cofferdam Stage 2 Selecting the design standard Calculating earth pressures Calculating required embedment Calculating structural forces Calculating displacements Reviewing messages Designing the cofferdam other stages What next Chapter 7 The Stockyard 23 23 24 27 Zi 28 30 30 31 33 33 33 33 34 36 36 38 39 40 40 41 43 45 45 46 46 46 46 46 46 46 47 47 48 49 49 50 51 52 53 53 53 56 56 57 58 58 59 ReWaRD 2 5 User Manual Object types 61 To create a new object 61 Existing objects 62 To choose which objects appear in the Existing Objects pane 62 To edit an existing object 62 Properties pane 63 Property boxes 63 Identifying icons 64 Objects names 64 Defaults 64 Context sensitive help 65 Data validation 65 Chapter 8 WV ORRDOOKS sa een ea ee EEE 67 The Drawing Board 67 Drag n drop design 68 To select an object 68 To add an object to a Drawing Board 68 To remove an object from a Drawing Board 69 Editing an object 69 Changing the scale 69 Results pages 70 Customizing a page 70 Choosing a layout 71 The Messages Page 71 Chapter 9 Producing reports sss s s eS hed rhe BO Bee ae Eh RS es 73 Selecting what appears in a report 73 Stockyard page 73 Workbooks page 73 Pictures page 74 Results page 74 Layout page 5 Print preview 75 Printing 75 Chapter 10 Customizing the program
49. ge The Results page shows the results for each Construction Stage that are available in tabular format For each Stage you select on the Workbooks page see above ReWaRD prints the results that you select on the Results page Chapter 9 Producing reports 75 a gi X Cancel Fi Defaults 7 Help Print Page Setup workbooks Pictures Results La 4 K Print information about these objects Ga SL Earth Pressures A Required Embedment ky Structural Forces W d Peck s Envelope TR Base Stability Layout page The Layout page allows you to customize the size of the margins that appear around your report Print preview To see a preview of what will be printed when you choose ReWaRD s Print command E Choose the Print Preview command on ReWaRD s File menu E Or Click on the Print Preview button on the Toolbar The toolbar at the top of the print preview screen allows you to scroll forwards and backwards through the report zoom in or out of the selected current page view one or two pages at time set the printer up and when you are ready to proceed print the report Sheet ple url ore Le L M Mra Mi ir lyh io SDOT aS me wer 10 Sf tar LETS DTS LTS Tah ese BECIE NI Dey knar IAM peo Gosia Ir Haumia sm m 0 om OTergorirs 2 0 m o om Ufern 11 0 m 0 om drreeri L 5 Printing To print a report E Choose the Print command on ReWaRD s File menu R Or Click on the Pri
50. he editing buttons cut or copy on the Workbook s Toolbar Note that when you cut or delete an object from a Drawing Board it is only removed from the associated construction stage it is not cut or deleted from 1 10 Changing the scale a You can change the scale of the drawing on the Drawing Board 3100 w 1 250 E By choosing the Zoom In or Zoom Out commands on the Tools menu and then clicking on the Drawing Board to change the scale up or BEE down a level 1 2500 R Or By clicking the Zoom In or Zoom Out buttons on the 1 5000 Workbooks Toolbar and then clicking on the Drawing Board to change the scale up or down a level Hide Rulers 70 ReWaRD 2 5 User Manual E Or By right clicking on one of the rulers and choosing the scale you want from those listed on the pop up menu that appears see the picture alongside When you choose one of the Zoom commands ReWaRD goes into Zoom mode and will continue to alter the scale each time you click on the Drawing Board You can cancel Zoom mode E By choosing the Pointer command on the Tools menu R Or By clicking the Pointer button on the Workbooks Toolbar Results pages Workbook Stage 2 Generated 1 250 15 Each Workbook provides the results of your calculations on separate pages to ensure you are not overwhelmed with information There are pages for R Earth pressures R Required embedment R Structural forces R Peck s envelopes E Displacements R
51. he object is selected and the cursor will change to a circle with a line across it Then drag the mouse across to the Stockyard s Object s Pane and when the cursor changes to a symbol representing the object release the mouse button The object will disappear from the Drawing Board Editing an object Properties of lt Name gt command on the Workbook s Page Properties the Stockyard You can edit the properties of an existing object in place in a number of ways R By selecting the object and choosing the Properties of Surcharge 1 Properties menu where lt Name gt is the name of the object u un M Or By selecting the object clicking the eee right mouse button and choosing the Delete DEI Properties of lt Name gt command on the Hide Rulers pop up menu that appears see the picture alongside E Or By double clicking on the object with the left mouse button Hide Sail Columns Hide Datum Lines Similarly you can edit i e cut copy paste or delete an object R By selecting the object and choosing one of the commands on the Workbook s Edit menu R Or By selecting the object clicking the right mouse button and choosing one of the editing commands on the pop up menu that appears see the picture above R Or By selecting the object and pressing one of the shortcut keys Ctr1 X to Cut Ctrl C to copy or Del to delete R Or By selecting the object and then clicking one of t
52. hich allows you to determine the location of any object on the Drawing Board When you select a menu command the Status Bar displays a brief description of that command The Stockyard ReWaRD s Stockyard is where you create and manage the engineering objects you will need to define your retaining wall project This is at the heart of ReWaRD s data entry system Chapter 3 Overview 15 BA Stockyard Untitled OP E4 Object Types k Existing Objects All Objects 4 Water Table 1 Generated ne ii Water Table Generated round Profile la Excavation ii Walter Table 3 Generated Soil 4 water Table 4 Generated i Layer 4 Water Table 5 Generated S Borehole water Tabl f if subartesian water table ater lable O O MEJ ut Surcharge 4 pumped water table Imposed Load Retaining Wall a Prop a Anchor Other Objects Properties of Selected Object Hame subartesian water table Hotes Type Hydrostatic Depth 11 5m Gradient 9 80665kPa m Density 1000kg m mbient pressure 0kPa The Stockyard is divided into three panes which list the engineering objects you can create the engineering objects you have already created and the properties of those objects Context sensitive pop up menus allow you to manipulate each object at the click of a button Chapter 7 describes the features of the Stockyard in detail and explains how you can use it to maximum effect in your design work Work
53. hs of the props d revious Cancel N x a Go K Next dp x In Step 3 the Construction Wizard asks you to enter the properties of the predominant soil type Select Sand from the Soil Type box leave the wet density at its default value and enter a dry density of 1733 kg m which is equivalent to 17 kN m and an angle of friction of 35 Chapter 4 Tutorial 1 cantilever wall in sand 21 Although not shown the Construction Wizard automatically sets the soil s effective cohesion to zero It doesn t matter what value you enter for the wet density since this will not be used in this example Click Next to continue Step 4 In Step 4 the Construction Wizard asks you to choose the type of retaining wall you want to use Step 4 Please choose the type of retaining wall Wall Type Diaphragm width E00 from 9 4 Previous x Cancel Help If it is not already selected select Diaphragm from the Wall Type box and 600 mm in the Width box Click Next to continue Step 5 In Step 5 the Construction Wizard asks you on which side of the wall you want water tables Construction Wizard E4 Step 5 Un which side of the wall do pou want water tables 1 Both Sides C Retained Side Only d ane C Excawated Side Only gt Weihe Side X Cance Select Neither Side and click Next to continue Step 6 Step 6 is where you instruct the Construction Wizard to generate your project If y
54. ight and Properties of Selected Object bottom You can re size each pane by dragging the divider bars left and right or up and down when the cursor changes to one of these symbols Object types The Object Types pane lists all the engineering objects you Can create ranging from ground profiles and excavations through to surcharges and imposed loads The Object Types pane provides over 50 different engineering objects for you to use each one uniquely identified by an easy to follow full colour symbol armer When you click on one of the items listed in the Object Types pane the Existing Objects pane see below changes to show all the existing objects of that type To create a new object Construction Stage Ground Profile Excavation Soll Layer Borehole Surcharge Imposed Load Retaining Wall Prop Anchor Other Objects 62 ReWaRD 2 5 User Manual To create a new object E Choose one of the commands on the Stockyard s Create menu see the picture alongside E Or Aigh click on an item in the Object Types pane and choose the New gt Object command E Or Doubleclick on an item in the Object Types pane R Or Click on one of the buttons on the Stockyard s Toolbar In each case a box will appear from which you can choose which object to create Create Water T able K Select the object to create E Constant i Hydrodynamic i Linear Seepage
55. ing or minimizing and closing ReWaRD s main window The Menu Bar provides groups of commands for manipulating files editing and viewing objects setting properties choosing a design standard performing calculations running tools arranging windows and accessing on line help 14 Toolbar ReWaRD 2 5 User Manual Some items File Edit View Design Tools Window and Help appear on the Menu Bar at all times Others such as Create Properties and Calculate appear when needed depending on which view is active The Toolbar provides buttons that help you perform certain tasks quickly without using the menus The Toolbar changes when you change the active view If you pause while passing the mouse pointer over a toolbar button ReWaRD displays the name of that button This makes it easier for you to recall what each button does Main work area Status Bar The Desktop s main work area acts as a container for ReWaRD s Stockyard and Workbook views When you create a new document or open an existing document ReWaRD creates a Stockyard view for that document You may then display as many Workbook views as you wish subject only to the limits of your computer s memory The Status Bar displays summary information about the current document The Status Bar changes when you change the active view For example when a Workbook s Drawing Board is selected the Status Bar displays the x y co ordinate of the mouse pointer w
56. k on the object with the left mouse button To cut copy paste delete duplicate or move an existing object R Click on the object and choose one of the commands on the Stockyard s Edit menu E Or Aigh click on the object and choose one of the editing commands on the pop up menu that appears see picture above R Or Click on the object and press one of the shortcut keys Ctr1 X to Cut Ctrl C to copy Ctrl V to paste or Del to delete R Or Click on the object and then click on one of the editing buttons cut copy or paste on the Stockyard s Toolbar If a command cannot be applied to the selected object e g the Move Up command is irrelevant to objects at the top of the Existing Objects pane it is disabled and its menu command and toolbar button are dimmed Properties pane The Properties of Existing Object pane gives a brief summary of the selected object s properties A scroll bar appears in the Properties Pane if there is too much information to fit in the space available Property boxes Whenever you create a new object or edit the properties of an existing object ReWakRD displays a property box so that you can enter whatever information the program needs to define that object The property box knows what type of object you are creating or editing and only asks you for information that is relevant to that object The following picture shows one of ReWaRD s object oriented property boxes Properties of Pro
57. me to Hew abD 2 5 x Cancel What do pou want to do m NEE E E A 7 Help ili L ne a new project Create a new project from a Template Open an existing project Select the option Run the Construction Wizard and click the Go button ReWaRD s Construction Wizard appears on your screen The Construction Wizard asks you a number of questions about the retaining wall project you want to create and then generates a project according to your answers Step 1 In Step 1 the Construction Wizard asks you to specify the finished geometry of y unsaturated unit weight angle of shearing resistance and c effective cohesion of the sand 20 Step 2 Step 3 ReWaRD 2 5 User Manual the retaining structure Construchon Wizard E Step 1 Please specify the finished geometry of the retaining structure Mult propped x Cancel Number of Prope a 7 7 D Retained Height H 4 m ka Ie Cantilever L Propped Cantilever J Go b Next L S Previous C Double propped If not already selected click on the Cantilever option The number of props changes to O and the picture shows a cantilever wall Change the retained height to 4m and click Next to continue In Step 2 the Construction Wizard asks you to enter the depths of the props Since there are no props in this worked example click Next to continue Construction Wizard None go onto Step 3 Step 2 Please enter the dept
58. n the Stockyard s Existing Objects pane with the left mouse button and hold the button down The cursor will change to a circle with a line across it Then drag the mouse across to the Drawing Board and when the cursor changes to a symbol with a sign release the mouse button The cursor indicates the type of object you are dragging and where you can drop it For example N signifies that the object in this case a retaining wall can be dropped at the current location u G signifies that the object cannot be dropped at the current location What happens when you release the mouse button depends on what type of object you are dragging and where you drop it R Most objects automatically appear on the correct side of the wall at their specified depths R Unless you drop them on one of the soil columns layers are added to the Chapter 8 Workbooks 69 bottom of the boreholes on both sides of the wall i e underneath any existing layers If you drop a layer on a soil column it appears immediately below the layer on which you drop it If you drop a layer above a soil column it appears at ground level If you drop a soil onto an existing layer the layer s soil type changes Water tables appear on whichever side of the wall you drop them on To remove an object from a Drawing Board To remove an object from a Drawing Board click on it with the left mouse button and hold the button down Handles will appear to indicate that t
59. nd top edges E Soil columns on either side of the wall If you pause while passing the mouse pointer over a object displayed on the Drawing Board ReWaRD displays the name of that object This makes it easier for you to identify which object is which Further if you select an object in the Drawing Board ReWaRD s Stockyard automatically displays the properties of that object for you to see Drag n drop design One of ReWaRD s most powerful features is what we have termed drag n drop design This is the ability to build up a construction stage by dragging engineering objects from the Stockyard and dropping them onto a Workbook s Drawing Board The Drawing Board s built in intelligence ensures that your engineering objects only go where it is possible for them to go To select an object To select an engineering object R Click on the object with the left mouse button R Or Press the TAB key repeatedly until the object is highlighted ReWaRD indicates which object is selected by placing handles i e small square rectangles at its corners or ends The object that is selected when you click on one of the soils columns depends on which keys are pressed at the time R ifthe CTRL key is pressed the layer is selected R If the SHIFT key is pressed the soil is selected R if neither the CTRL or SHIFT keys are pressed the borehole is selected To add an object to a Drawing Board To add an object to a Drawing Board click on it i
60. ng 10683 kNm m TE Qut of balance 0 kNm m oo Restoring Overturrning 100 wf The wall is in equilibrium His We VW E k E War The minimum safe embedment for this wall is 15 5m based on a safety factor of 1 35 applied to the effective earth resistance the 1 35 is obtained by interpolation between a value of 1 2 for 20 and 1 5 for 30 the stiff clay in this example has 25 CIRIA 104 on page 136 gives a depth of embedment of approximately 7 5m for F 1 35 making the toe depth 15 5m as given by ReWaRD structural forces To calculate structural forces in the wall EM Choose the Structural Forces command on the Workbook s Calculate menu R Or Click on the Calculate Structural Forces button on the Workbook s Toolbar ReWakRD calculates the embedment of the wall at failure i e in equilibrium with no safety factors applied and uses the earth pressures for this embedment to calculate the structural forces in the wall See the ReWaRD Reference Manual for further information Chapter 5 Tutorial 2 propped wall in stiff clay 41 Workbook Example C2 250 20 15 10 5 0 5 15 20 27 L Largest factored bending moment 943 9 kNm m Largest factored bending moment 322 5 kN m The maximum bending moment in this case is 944 kNm m and the maximum shear force is 323 kN m These are design values i e they already include the appropriate safety factors which in the case of CIRIA
61. ning wall such as the pressure from a water filled tension crack ReWakRD calculates each of these earth pressures according to well established soil mechanics theory and automatically applies any safety factors required by the selected design standard Full details of these calculations are given in the ReWaRD Reference Manual To perform the calculations select the Earth Pressures pop out menu from the Workbook s Calculate menu if necessary click on the Workbook first to activate it ReWaRD lists the various earth pressure conditions that it can calculate WE As built E At minimum safe embedment R With enhanced safety factors W At failure Choose the All command to calculate all four flavours of earth pressure ReWakRD displays the as built earth red and water blue pressures acting on both sides of the wall superimposed on a picture of the construction stage Workbook Stage 2 Generated Note how the earth and water pressures change with the various layers in the ground Note also how the passive earth pressures drop to zero at formation level on the excavated side owing to CIRIA 104 s required for a Im softened zone You can view the earth pressures calculated for the other conditions by choosing the appropriate command from the Workbook s View gt Earth Pressures menu The following diagram show the earth pressures obtained at the minimum safe embedment Chapter 6 Tutorial 3 cofferdam in mixed
62. ns of the cofferdam are 17m by 12m Y and Y unsaturated and saturated unit weights respectively angle of friction c effective cohesion and C undrained strength 46 ReWaRD 2 5 User Manual Using the Construction Wizard to create a new project If ReWaRD is not already running double click on the ReWaRD icon to load the program into your computer s memory Once the splash screen has disappeared ReWaRD displays its Start up Wizard Select the option Run the Construction Wizard and click the Go button ReWaRD s Construction Wizard appears on your Screen The Construction Wizard asks you a number of questions about the retaining wall project you want to create and then generates a project according to your answers Step 1 specify the finished geometry Click on the Multi propped option The number of props changes to 3 and the picture of the wall changes to a multi propped wall Change the retained height to 8 5m and click Next to continue Step 2 enter the depths of the props You want to place the first prop at 0 5m above ground level but as you will find if you attempt to do it the Construction Wizard does not allow you to enter negative depths Therefore we will have to leave Prop 1 at ground level and change its depth later Select Prop 2 and change its depth to 4m by entering 4 in the Depth box and clicking the Apply button Then select Prop 3 and change its depth to 6 5m Click Next to co
63. nt button on the Toolbar The Print box that appears allows you choose which pages you want to print how many copies to print whether to collate the pages etc 6 ReWaRD 2 5 User Manual Chapter 10 Customizing the program E Chapter 10 Customizing the program This chapter gives a brief explanation of how you can customize ReWaRD to suit your particular requirements Further details can be found in ReWaRD s on screen Help system Windows Registry ReWakRD stores its default parameters in Windows Registry under the key HKEY_LOCAL_MACHINE SOFTWARE Geocentrix ReWaRD 2 5 Although you can edit these settings by hand if you wish we strongly recommend that you alter the program s defaults via various controls that are provided throughout ReWaRD Program wide settings You can change ReWaRD s program wide settings by choosing the Preferences command from the program s Edit menu When you do so the following box appears Preferences E X Cancel x Defaults 7 Help hs Fruunnsnunnunnennnuunnnunnen S Startup Tools Manuals Advanced ma M Show Splash Screen at Startup Change whichever settings you wish and click OK to confirm the changes Settings given on the Advanced page should only be altered on the advice of Geocentrix s Technical Support team Defaults for engineering objects When you edit any of the engineering objects that ReWaRD provides you can call up default p
64. ntinue Step 3 enter the properties of the predominant soil type In this example the sand and gravel and the medium coarse sand have identical properties and hence it is appropriate to choose them as the predominant soil type You will add the other soils later Select Sand from the Soil Type box and enter a wet density of 2069kg m which is equivalent to 20 3kN m a dry density of 1766kg m 18kN m3 and an angle of friction of 35 Although not shown the Construction Wizard automatically sets the soil s effective cohesion to zero Click Next to continue Step 4 choose the type of retaining wall If it is not already selected select Sheet Pile from the Wall Type box select Larssen from the Range box and 16W from the Section box Click Next to continue Step 5 where do you want water tables If it is not already selected select the Both Sides option and click Next to continue Step 6 go When you are ready click on Go to generate the project The Construction Wizard creates anew document fills its Stockyard with the objects needed to create your project and then generates four construction stages and displays their associated Workbooks on the right hand side of the Stockyard At this point your screen should look something like this Chapter 6 Tutorial 3 cofferdam in mixed soils 47 ReWaRD 2 5 Professional Edition Biel x File Edit View Properties Calculate Design Tools Windo L Help Seren
65. ntrix by any of these means Voice 44 0 1737 373963 Fax 44 0 1737 373980 E mail support geocentrix co uk Web www geocentrix co uk Please be at your computer and have your licence number ready when you call Alternatively you can write to the following address ReWaRD Technical Support Geocentrix Ltd Scenic House 54 Wilmot Way Banstead Surrey SM7 2PY United Kingdom Please quote your licence number on all correspondence Sales and marketing information For sales and marketing information about ReWaRD please contact ReWaRD Sales on the same numbers as above ReWaRD 2 5 User Manual Chapter 2 Installing and starting ReWaRD 11 Chapter 2 Installing and starting ReWaRD ReWaRD can be installed to run on Windows 95 or Windows NT Although you can install the software on as many computers as you like you will only be able to run the program on those computers to which you attach the supplied security key Before you begin installing your copy of ReWaRD there are a few things you should check R Examine the contents of your ReWaRD package to check we have sent you everything listed below R Make sure you have the necessary hardware and software to run ReWaRD What s in the ReWaRD package The ReWaRD package includes the following items E ReWakD User Manual this document E ReWaRD Reference Manual E Geocentrix Software CD R One security key dongle for each copy of the program you have purchased R
66. nvironment When you have completed your design you will want to obtain a printout of your results Chapter 9 gives instructions for customizing ReWaRD s printing capabilities Once you become familiar with ReWaRD s capabilities you will doubtless want to customize its many options Chapter 10 explains how to do this Chapter 11 has some useful information for those users who have upgraded to the current program from a previous version of ReWaRD 60 ReWaRD 2 5 User Manual Chapter 7 The Stockyard Chapter 7 The Stockyard 61 ReWaRD s Stockyard allows you to create edit copy paste and duplicate engineering objects with the greatest of ease EH Stockyard tst04 Bis Object Types Existing Objects ES All Objects custom soil 2 Construction Stage S Ground Profile In Excavation Soil SS Layer S Borehole Water Table ike LLL Surcharge Imposed Load Retaining Wall Ha Prop a Anchor Other Objects Ea drained layer gravel undrained layer cohesr 4 hydrostatic x dry stand ng Wall 1 Wall 2 Froperties of Selected Object Hame linear seepage Hotes Type Linear Seepage Depth Zm Gradient 3 80665KkPa m Density 1000kg m Hydraulically connected to overlying water r constant I i hydrodynamic The Stockyard is divided into three separate panes showing the Object Types top left Existing Objects top t
67. ograms Geocentrix Uninstall Uninstall ReWaRD 2 5 3 Follow the instructions on screen Chapter 3 Overview 13 Chapter 3 Overview This chapter gives you an overview of ReWaRD s main features Key features ReWaRD s user interface revolves around two main views R The Stockyard where you create edit and delete engineering objects E Workbooks where you define stages in the construction sequence and perform engineering calculations In addition ReWaRD has a number of tools and features which assist you in getting the best out of the Stockyard Workbook interface R Wizards are provided to speed up frequently performed tasks such as creating a multi propped construction sequence R Context sensitive dialogue boxes and property sheets help to simplify data entry R Data validation prevents you from entering invalid parameters or choosing invalid options R On line help is provided at the click of a button The Desktop Title Bar Menu Bar ReWaRD s Desktop comprises the program s title bar menu bar toolbar main work area and status bar deed Yo Professional Edition File Edit An REg ew Design Tools Window Help The Title Bar displays the name and version number of the program The Control menu at the left hand edge of the Title Bar provides commands for sizing moving or closing ReWaRD s main window The row of buttons at the right hand edge of the Title Bar provide quick ways of maximiz
68. on should be the ReWaRD manuals and the on line help system User manual The ReWaRD User Manual this book explains how to install and use ReWaRD It includes a n overview of the program a tutorial and separate chapters giving detailed information about ReWaRD s Stockyard and Workbooks Reference manual The ReWakD Reference Manual gives detailed information about the calculations ReWakRD performs The manual assumes you have a working knowledge of the geotechnical design of embedded retaining walls ReWaRD s help system ReWaRD s help system contains detailed information about the program Help appears in a separate window with its own controls Help topics that explain how to accomplish a task appear in windows that you can leave displayed while you follow the procedure To open the help system M Press Fl Chapter 1 Introduction R Click the Help button in any dialogue box E Choose a command from the Help menu If you need assistance with using on line help choose the How To Use Help command from the Help menu Tooltips If you pause while passing the mouse pointer over an object such as a toolbar button ReWaRD displays the name of that object This feature called tooltips makes it easier for you to identify what you see and to find what you need Technical support Technical support for ReWaRD is available direct from Geocentrix or through your local distributor If you require technical support please contact Geoce
69. on the retained side of the wall if you get this wrong just drag the water table off the Drawing Board and drop it back into the Stockyard To add the second water table repeat the instructions given above but change the depth to 9m and drop the water table on the excavated side of the wall To add the prop E Rishtclick on the word Prop in the Stockyard s Object Types pane and choose Chapter 5 Tutorial 2 propped wall in stiff clay 39 New gt Horizontal on the menu that appears R ReWaRD creates a new Horizontal Prop and displays its property box M On the Dimensions page change the depth to 2m R Click on the OK button to confirm the prop s properties R Drag the prop onto the Workbook s Drawing Board The Drawing Board now looks something like this Workbook Example C2 asn E 10 5 0 5 k 10 15 al i B KRK RKR KT K Provided you installed ReWaRD in its default folder you will find a copy of this worked example in its current state in the folder PROGRAM FILES GEOCENTRIX REWARD 2 5 PROJECTS TUTORIAL 2 under the name STEPS RWD Designing to CIRIA 104 Tutorial 1 discussed ReWaRD s support for different UK and international design standards so we will not dwell on these matters here To select the appropriate design standard for this worked example R Select CIRIA 104 gt Gross Pressure Method from ReWaRD s Design menu M On the CIRIA 104 page make sure that the design approach is set to Moderately Cons
70. onstruction stage ER Validating the prototype E k Bringing the wall into equilibrium ff Wall length varied between 5 01 m and 13 5 m H E Length 5 01 m H E Length 13 5 m E 0 Modifying the prototype i Validating the prototype 3 Calculating earth pressures 2 Out of balance moment 15068 2 kNm m E Length 5 21754 m H E Length 9 35877 m H E Length 5 51239 m Y E Length 5 5445 m E Length 5 54425 m E Command finished at 20 3 00 6 57 46 pm H Calculating structural forces H Calculating base stability C3 Calculating displacements E Command started at 20 3 00 6 57 46 pm RewaRD cannot decide which profile to use to calculate displacements You need to manually select one H Calculating durability L A There were errors in the calculations please inspect the Messages View for more information Designing the cofferdam other stages Designing the cofferdam involves repeating the calculations you have performed for Stage 2 for the other stages in the construction sequence ReWaRD Chapter 6 Tutorial 3 cofferdam in mixed soils 59 automatically adjusts its calculations to take account of the number of props or anchors that are used to support the retaining wall and any changes in ground conditions that you specify What next Chapters 7 and 8 give more detailed information about ReWaRD s Stockyard and Workbooks Here you will learn how to increase your efficiency in using ReWaRD s Integrated Design E
71. oosing the Properties command from the Design menu R On the Equilibrium page note that the equilibrium conditions are set to At Failure see the ReWaRD Reference Manual for further information about what this means M On the CIRIA 104 page make sure that the design approach is set to Moderately Conservative and the Works to Permanent again see the ReWaRD Reference Manualfor further information about these settings 28 ReWaRD 2 5 User Manual CIRIA 104 Gross Pressure Method Fa Structural Factors Equilibrium CIRIA 104 4 a x Cancel ff Defaults 7 Help Design Approach ie Moderately Conservative Worst Credible Works C Temporary IY Permanent M Choose OK to save the design standard settings Provided you installed ReWaRD in its default folder you will find a copy of this worked example in its current state in the folder PROGRAM FILES GEOCENTRIX REWARD 2 5 PROJECTS TUTORIAL 1 under the name STEP2 RWD Calculating structural forces To calculate the structural forces in the wall R if necessary click on the Workbook to make it active E Choose the Structural Forces command on the Workbook s Calculate menu R Or Click on the Calculate Structural Forces button on the Workbook s Toolbar ReWaRD then calculates the embedment of the wall at failure i e in equilibrium with no safety factors applied and uses the earth pressures at this embedment to calculate the structural
72. ou want to review the information you have entered in Steps 1 5 you can do so by clicking on the Previous and Next buttons in succession 22 ReWaRD 2 5 User Manual Construction Wizard Step b Choose Go to generate the project L Next Previous x Cancel 7 Help Be R ras LRS E When you are ready click on Go to generate the project The Construction Wizard creates the engineering objects needed to define the project fills its Stockyard with these objects and then displays the Workbook associated with Construction Stage 1 At this moment your screen should look something like this ReWaRD 2 5 Professional Edition File Edit View Create Properties Design Tools Window Help i ISIS dE ASES i GIG Nl Sleigisl DHE za aa Workbook Stage 1 Generated ioj x 15 10 5 0 5 10 15 2 1 250 amp Ground Profile Im Excavation Imposed Load Retaining Wall Ha Prop e Anchor EN Other Objects Properties of Selected Object Name Stage 1 Generated Notes Type Construction Stage Term Long Objects on retained side Ground 1 Generated Wall 1 Generated Borehole 1 Generated Objects on excavated side Excavation 1 Generated Borehole 1 Generated What the Construction Wizard has done for you ReWaRD s Construction Wizard has automated a lot of the tasks you would normally have to perform to setup a retaining wall project
73. ouse pointer over each button in turn until you find one whose tool tip reads Create ground profile see picture alongside When you click this button the following box appears Create Ground Profile Select the object to create i OK Rising x g Falling 7 H by Stepped Choose Horizontal and click OK ReWakRD creates a new Horizontal Ground Profile and displays its property box Since there are no properties to set for this object just click OK to save it in the Stockyard Chapter 5 Tutorial 2 propped wall in stiff clay 35 To add the new ground profile to the construction stage R Click on the words Ground Profile 7 in the Stockyard s Existing Objects pane and holding the left mouse button down drag the object onto the Workbook s Drawing Board R When you move your pointer over the Workbook the cursor should change from this G to this w R When the cursor changes symbol release your finger and the ground profile will be added to the construction stage Repeat these instructions for a horizontal excavation but change the depth of the excavation to 8m before OK ing its property box Properties of Excavation 1 Generated d General Dimensions Plan Dimensions Motes K Depth me am r x Cancel wf Defaults 7 Help i Note in the picture above the control with an arrow pointing downwards to the left of the up down spin buttons R When the arrow points down u the valu
74. oved up 0 5m R Water tables must be moved and extra water tables added R A surcharge must be added Changing the depths of the excavations When it generated the project you are working on ReWaRD s Construction Wizard created three excavations at depths 0 5m below the level of each prop and a fourth at final formation level You want to change some of these depths to match those given in CIRIA SP95 To display a list of the excavations that the Construction Wizard has created for you click on Excavation in the Stockyard s Object Types pane ReWakRD displays a list of the excavations in the Stockyard s Existing Objects pane Select Excavation 2 from the Existing Objects pane right click your mouse to display this object s context menu and choose the command Properties of Excavation 2 Generated ReWaRD displays the property sheet for Excavation 2 E On the Dimensions page change the excavation s depth to 5 0m E On the Plan Dimensions page click on the Has Plan Dimensions box and 48 ReWaRD 2 5 User Manual enter a length of 17m and breadth of 12m R Click OK to confirm the excavation s properties Now select Excavation 3 from the Existing Objects pane and repeat the instructions given above but change this excavation s depth to 7 5m Finally select Excavation 4 from the Existing Objects pane and repeat the instructions given above in this case there is no need to change the excavation s depth since it is alrea
75. p 1 h x General Dimensions stifness Notes 0 Hame Prop 1 X Cancel Type Horizontal There are a number of features that are common to all of ReWaRD s property boxes These include The object s identifying icon on the far left of the box On the General page an edit control for entering the name of the object and some text indicating the type of object being created edited One or more pages containing controls for entering the object s properties e g in the picture above Dimensions and Stiffness On the Notes page space for entering notes about this object for future reference On the Defaults page buttons to allow you to save and reset the default 64 ReWaRD 2 5 User Manual settings in Windows Registry for this object type E OK and Cancel buttons R A Defaults button which allows you to load the default settings for this object type from Window s Registry R A Help button for accessing the on line help system Identifying icons Each one of ReWaRD s 50 engineering objects has a unique identifying icon which is displayed in the top left hand corner of that object s property box A smaller simplified version of the icon is displayed in the Stockyard s Objects Pane alongside the name of the object and in the dialogue box that appears when you create an object of that type Create Excavation Select the object to create The icon helps you to identify each engineering object and in its l
76. perty box just move the mouse cursor over that box withing the help topic whereupon the cursor will change to a hand Click where the hand appears to display pop up help for that control Data validation ReWakRD incorporates a comprehensive data checking system that prevents you from entering invalid information for any engineering object The data checking system comprises R A keyboard filter to prevent you from entering invalid characters such as entering a negative sign for a purely positive number R A range check to prevent you entering numbers that are too large e g a wall length of 1000m or too small e g a wall length of Om EM A compatibility check to ensure that the values you enter are consistent with the object s other properties e g a secant bored pile must have a horizontal spacing less than its diameter R A warning system to alert you to values that are unusually large or small but nevertheless may still be valid When ReWaRD detects an invalid value for a particular property it displays an appropriate error message and Won t allow you to continue until you have corrected the error 66 ReWaRD 2 5 User Manual When ReWaRD detects a value that is unusually large or small it displays an appropriate warning message and asks you to confirm the value you have entered RewaRD 2 5 Choose Yes to confirm the value or No if you want to change it If you do not understand why a particular warning or erro
77. pter 11 Upgrading from previous versions This chapter provides a brief summary of the new features you ll find in ReWaRD version 2 5 What s new or improved in ReWaRD 2 5 Version 2 5 has many new or improved features compared with version 2 0 Number of pre built engineering objects increased to 51 Custom design standard greatly improved Validation on calculation now reported via the Workbook s Messages page Added earth pressure calculations at minimum safe embedment with maximum safety factors and at failure Wall friction adhesion undrained adhesion and maximum undrained adhesion can be customized Improved implementation of the hinge method of calculating structural forces Added ability to specify object depths as height above Ordnance Datum Package includes British Steel s Electronic Piling Handbook Package includes British Steel s Electronic Piling Case Studies User and Reference Manuals provided in Adobe Acrobat format Stockyard and Workbooks are now synchronized so that clicking on an object in the Workbook causes the Stockyard to automatically display its properties Greatly improved Required Embedment Base Stability and Messages pages Added Durability calculation Added conversions to from any fundamental engineering unit in the SI CGS or Imperial systems Default settings now stored in Windows Registry and can be set or reset via the program Added Notes page to all engineering object property boxes Add
78. r calculation cannot be performed 72 ReWaRD 2 5 User Manual R Warning messages which explain what action ReWaRD has taken in response to an unusual or unsafe condition R Informational messages which provide additional information about the calculations that is not available on any of the other results pages You can empty the messages window at any time by choosing the Clear Messages command from the Workbook s Calculate menu Chapter 9 Producing reports 73 Chapter 9 Producing reports ReWaRD allows you to customize the information in its printed reports preview them on the screen before printing and select exactly which pages you want to print Selecting what appears in a report What appears in ReWaRD s printed reports depends on which options are selected in the Page Setup box To display this box E Choose the Page Setup command on ReWaRD s File menu R Or Click on the Page Setup button on the Toolbar Each page within the Page Setup box covers a different part of the report Stockyard page The Stockyard page allows you to select which engineering objects are included in the printed report those which are ticked are included those which are not are omitted Print Page Setup Stockyard Workbooks Pictures Res gt Print information about these objects al Er Construction Stages Ground Profiles the Excavations Sails SS Layers a Boreholes l X X A 4 K
79. r message is being triggered click on the property box s Help button for further information Chapter 8 Workbooks 67 Chapter 8 Workbooks ReWaRD s Workbooks can be used to define or display M Separate stages in a construction sequence R Alternative construction scenarios E Different views of the same construction stage FE Workbook Stage 1 Generated IIE J FE Workbook Stage 2 Generated TT _ 1 eS Workbook Stage 3 Generated TT S e or woran Stone teore SES 2 2021250 10 N i Although each document can have only one Stockyard it may have an unlimited number of Workbooks on display at any one time Each Workbook comprises a number of pages as follows R The Drawing Board M Results pages presented either graphically or as a table M The Messages Page You can display a particular page by R Choosing one of the commands on the Workbook s View menu R Clicking on its tab at the bottom of the Als bel Workbook Ii W al Di R Clicking on any of the view buttons on the Workbook s Toolbar the third and fourth rows PY We SESLE of buttons in the picture alongside 5 7 The Drawing Board BE The Drawing Board provides the main visual representation of a construction stage It also acts as a powerful editing screen as described in the section titled Drag n drop design below 68 ReWaRD 2 5 User Manual The Drawing Board contains R Draggable rulers attached to its left a
80. red bending moment 99 7 kN m SSPE See SSeS Sees SSeS eee ee See ee eee Se eee eee See eee eee See ee eee Sees zi ReWaRD also provides the results of the structural forces calculations in a table or spreadsheet To view the results in this format choose the Table command from the Workbook s View menu Calculating displacements ReWaRD calculates displacements using a database of measured movements of existing walls which has been incorporated into the program Full details of these calculations are given in the ReWaRD Reference Manual To calculate displacements choose the Displacements command from the Workbook s Calculate menu ReWaRD displays a box informing you that it generated 2 error warning messages during the calculations If you inspect the Messages View and look under the node labelled Calculating displacements you will see that ReWaRD cannot decide which profile to use to calculate displacements This is because the stratified nature of the ground conditions makes it difficult for ReWaRD to select a predominant soil type i e sand stiff clay or soft clay To proceed you need to tell ReWaRD which soil you consider predominates To do so choose Options from ReWaRD s Design menu and select the Displacements page Un tick the Auto Select box select Sand and click the OK button This time when you choose Displacements from the Workbook s Calculate menu ReWaRD displays the following diagram This is
81. resistance tan and effective cohesion c R An unplanned excavation of 10 of the retained height or 0 5m whichever is the greater has been applied R The overturning and restoring moments 402 kNm m are in balance and hence the wall is in moment equilibrium Workbook Stage 1 Generated El At minimum safe embedment 0 Retaining wall ij Name Wall Generated lf Retained height 4 50 m 5 Depth of toe 8 077085 m S 9 Partial factors mi Factors on actions S 0 Factors on maternal properties 68 On shearing resistance 1 2 lf On effective cohesion 1 2 lf On undrained strength 1 5 TY Factors on resistance 0 Safety margins on geometry ij Unplanned excavation 10 of clear height but minimum of 0 Brn wolf Softened formation Om P Factors on structural forces 6 9 Moments TE Overtuming 402 KH m m 2 Restoring 402 kNm m TE Dut of balance 0 kKNm m Restoring Overturrning 100 amp wolf The wall is in equilibrium Reaction at wall toe 254 492 kN m Designing to CIRIA 104 You can obtain corresponding results using CIRIA 104 simply by changing the design standard and re running the calculations EM Select CIRIA 104 gt Gross Pressure Method from Gross Pressure Method ReWaRD s Design menu Revised Method R Note that ReWaRD has cleared the previous results Strength Factor Method and invites you to calculate the required embedment again M Review the settings for this standard by ch
82. ropriate nodes you can see that R The wall whose retained height is 4 0m requires a minimum toe depth of 7 9m W Partial factors of 1 5 2 0 have been applied to the resisting effective pressures i e passive pressures W Partial factors of 1 5 have been applied to the resulting bending moments and shear forces R The overturning and restoring moments 317 kNm m are in balance and hence the wall is in moment equilibrium Be Workbook Stage 1 Generated 5 At minimum sate embedment 2i 0 Retaining all 68 Name Wall 1 Generated af Retained height 4 00 m 2 5 Depth of toe 7 99714 m 70 Partial factors eG Factors on actions H A Factors on material properties 0 Factors on resistance Bde ij On effective earth pressures 1 5 phi lt 20 2 phi gt 30 Ban i On total earth pressures 2 bese i Safety factor on resistance applied via Gross passive pressures oe i Minimum active pressure 5kPa m F Safety margins on geometry 0 Factors on structural forces S E On bending moments 1 5 bat lf On shear forces 1 5 IR On prop forces S z Moments TE Overtuming 317 KH m m 2 42 Restoring 317 kNm m 2 Dut of balance 0 kNm m Bee My Restoring Overtuming 100 gt BBs S i The wall is in equilibrium z 3 Reaction at wall toe 161 768 kNm lel Es WE ee Oana Ae Conclusion The results obtained using two different design standards are summarized below Result BS 8002 CIR
83. sign of a sheet pile cofferdam used to support a sub surface tank in a mixed soil profile The ground conditions at the site comprise R 4m of sand and gravel y 18 and y 20 3kKN m3 amp 35 c 0 R 2 5m of firm clay Y 21kN m3 C 60kPa R 3m of silty sand Y 20 3kN m 30 c 0 R 2m of soft firm clay Y 20kN m3 C 40kPa R Medium coarse sand Y 20 3kN m Q 35 c 0 The cofferdam will be open for less than 3 months and open to full excavation depth for no more than two weeks hence a total stress analysis is appropriate Ground water level is 2 5m below ground surface Water pressures in the medium coarse sand are sub artesian with a pressure head of 80kPa at the surface of the sand A pumping system will be installed to lower the water pressures in the medium coarse sand by 80kPa throughout the depth of interest The permanent works are to be constructed on top of a base slab at a depth of 8m A 0 5m thick drainage layer is to be placed beneath the base slab so that the final formation is at a depth of 8 5m The sheet piles will have an upstand of 1m The first frame will be installed at 0 5m above ground level and the excavation taken down to 5m before installing the second frame The second frame will be installed at a depth of 4m and the excavation taken down to 7 5m before installing the third frame The third frame will be installed at a depth of 6 5m The plan dimensio
84. soils 55 Workbook Stage 2 Generated ReWaRD also provides the results of the earth pressure calculations in a table or spreadsheet To view the results in this format choose the Table command from the Workbook s View menu ReWakRD displays the design pressures as shown below Workbook Stage 2 panache Ay C D E F G Depth EarhPr WaterPr TotalPr EarhPr dater TatalPr__ m kPa kPa kPa kPa kPa kPa Ret Ret Ret Exc Exc Exc 0 501 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 2 26 0 00 2 26 0 00 0 00 0 00 2 45 12 20 0 00 12 20 0 00 0 00 0 00 2 45 12 20 0 00 12 20 0 00 0 00 0 00 50 12 50 0 00 12 50 0 00 0 00 0 00 50 12 50 0 00 12 50 0 00 0 00 0 00 2 51 12 52 0 07 12 56 0 00 0 00 0 00 2 51 12 52 0 07 12 56 U 0U U 0U 0 00 4 00 16 01 14 71 30 72 0 00 0 00 0 00 4 00 0 00 34 23 34 23 0 00 0 00 0 00 5 00 0 00 44 05 44 03 0 00 0 00 0 00 5 00 25 00 0 00 25 00 0 00 0 00 0 00 5 16 26 79 0 00 25 79 12 09 0 00 12 09 5 16 25 79 0 00 25 79 12 64 0 00 12 09 6 00 30 00 0 00 30 00 01 91 0 00 01 41 6 00 30 00 0 00 30 00 01 91 0 00 01 91 a lP l ek l ek ek ek ek k k l k ek esk k le u l ee l d l em l l N lG la l k le ed e A a t a he 6 50 32 50 0 00 32 50 or 0 00 07 16 By default ReWaRD displays the design pressures on the wall see the ReWaRD Reference Manual for further information You can change what ReWaRD displays in the table by choosing one of the commands on the bo
85. table s properties Bring the Workbook for Stage 3 to the front of the other Workbooks by recourse to the Windows menu if necessary and drag the pumped water table onto both sides of the wall Change the depth of Water Table 4 to 7 5m Repeat for Stage 4 Provided you installed ReWaRD in its default folder you will find a copy of this worked example in its current state in the folder PROGRAM FILES GEOCENTRIX REWARD 2 5 PROJECTS TUTORIAL 3 under the name STEP7 RWD Adding a surcharge The final task is to add a surcharge at the top of the wall To create a new surcharge E Rishtclick on Surcharge in the Stockyard s Objects Types pane E Choose New gt Uniform on the pop up menu that appears R ReWakRD displays a property sheet for the newly created surcharge R If necessary On the Loading page change the surcharge type to HA Loading R Click OK to confirm the surcharge s properties Now add the new surcharge to Stages 2 4 by choosing Tile from ReWaRD s Windows menu and then dragging the surcharge from the Stockyard s Existing Objects Pane and dropping it on the Drawing Board for each stage in turn The cursor will change shape from G LO K Wy as you do this Be sure to drop the surcharge on the retained side of the wall ReWaRD 2 5 Professional Edition Pile ES File Edit View Create Properties Design Tools Window Help oe el J0 al wu allal z ule Ela 0 5 0 5 E A Construction S Gro
86. tage 2 Generated 2 Validating the construction stage 2 Calculating earth pressures as built for the specified wall length and safety factors H T Calculating earth pressures at the minimum safe embedment with the specified safety factors Gl 2 Calculating earth pressures with maximized safety factors for the specified wall length S 2 Calculating earth pressures at failure with safety factors set to 1 E Command started at 20 3 00 6 57 46 pm i Modifying the design standard i Creating a prototype of the construction stage Y E Validating the prototype E Bringing the wall into eguilibriurn 1 Wall length varied between 5 01 m and 13 5 m m Length 5 01 m Length 13 5 m 1 i Moditying the prototype H Validating the prototype k Calculating earth pressures lt 2 Out of balance moment 15068 2 kN m m H Length 5 21754 m E Length 9 35977 m 0 65 Length 5 51239 m H Length 5 5445 m ER Command finished at 20 3 00 6 57 46 prm H Calculating structural forces H Calculating base stability 3 Calculating displacements ER Command started at 20 3 00 6 57 46 pm C3 RewaRD cannot decide which profile to use to calculate displacements You need to manually select one 2 Calculating durability Ah There were errors in the calculations please inspect the Messages View for more information The messages ReWaRD displays fall into three main categories R Error messages which explain why a particula
87. ts is that important details like this are automatically applied ReWaRD also provides the results of the earth pressure calculations in a table or spreadsheet To view the earth pressures in this format choose Table from the Workbook s View menu By default ReWaRD displays the design pressures as shown below Workbook Stage 1 Generated Ay Depth m 0 00 450 450 4 227 4 27 2 48 1 2 3 4 b b 7 6 q 10 11 12 13 14 15 16 17 18 19 20 21 22 d EE EEEE RT RT RT R EarnhFr kPa Retained 2 0 24 0 24 0 25 1 25 1 aif C waterFr kPa Retained 0 0 0 0 0 0 0 0 0 0 0 0 L D E F TotalFr EarthPr WaterFr kPa kPa kPa Retained Excavated Excavated 2 9 0 0 0 0 23 8 0 0 0 0 23 0 0 0 0 0 25 1 25 1 0 0 25 1 25 1 0 0 37 20 2727 0 0 OLX G Tot ECS Chapter 4 Tutorial 1 cantilever wall in sand 27 Checking the required embedment To calculate the required embedment of the wall choose the Required Embedment command from the Workbook s Calculate menu The results are displayed in a hierarchical tree view By expanding some of the nodes by clicking on the signs you can easily obtain whatever information you require from the calculations For example in the picture below you can see that R The wall whose unplanned retained height is 4 5m requires a minimum toe depth of 8 1m W Partial factors of 1 2 have been applied to the soil s coefficient of shearing
88. ttom half of the View gt Earth Pressures fly out menu R All 56 ReWaRD 2 5 User Manual R Coefficients R Soils Stresses M Surcharge Pressures E Design Pressures E Custom Calculating required embedment To determine whether the ground offers sufficient passive resistance to prevent the retaining wall from overturning choose the Required Embedment command from the Workbook s Calculate menu ReWaRD displays detailed information pertaining to the wall s stability in a hierarchical tree view If you expand various nodes by clicking on the signs you get additional information about the wall s embedment the safety factors used in the calculations the calculated overturning and restoring moments etc The key piece of information in this view is the depth of the wall toe at the minimum safe embedment which in this case is 8 4m as shown below Workbook Stage 2 Generated 27 At minimum safe embedment E B 0 Retaining Wall E eof Name wall 1 Generated ff Retained height 5 00 m 5 Depth of toe 8 41231 m E a Li Partial Factors E li Factors on actions H ER Factors on material properties E E 0 Factors on resistance ef On effective earth pressures 1 2 phi lt 20 1 5 phi gt 30 olf On total earth pressures 2 off Safety factor on resistance applied via Gross passive pressures a wolf Minimum active pressure 5kPa m 0 a Safety margins on geometry Sf Factors on structural forces
89. und Profil ee Excavation amp Soil SS Layer a Borehole Water Table Mig Surcharge eh Imnnced 1 nace Properties of Selected Object Name Surcharge 1 Notes Type Uniform Magnitude 10kPa Duration Variable Effect Unfavourable Depth Om Load type HA Loading Provided you installed ReWaRD in its default folder you will find a copy of this Chapter 6 Tutorial 3 cofferdam in mixed soils 53 worked example in its current state in the folder PROGRAM FILES GEOCENTRIX REWARD 2 5 PROJECTS TUTORIAL 3 under the name STEP8 RWD Designing the cofferdam Stage 2 At this point you are ready to start the design of the cofferdam You may find it easier to close all the open workbooks and then re open that for Stage 2 only This will leave your screen less cluttered To do this E Choose the Close All x Workbooks command from ReWaRD s Window menu E Choose Construction Stage from the Stockyard s View menu E Risht click on Stage 2 in the Stockyard s Objects Pane and choose Open Workbook ReWaRD 2 5 Professional Edition Bis x File Edit View Properties Calculate Design Tools Window ham ENA dE 9 O 7 K Ala bE i i ah ml hal fii Sl enn Ba Workbook Stage 2 Generated OF x 1350 P 10 5 0 5 10 15 l A Stage 2 Genera A Stage 3 General A Stage 4 General Retaining Wal w Prop Properties of Selected Object Name Stage 2 Generated Notes Type Construction Stage

Download Pdf Manuals

Related Search

Related Contents

    

Copyright © All rights reserved. Failed to retrieve file