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Repute 2 Quick-Start Guide

1. If you have an existing project open click Close on the program s Application menu You will be prompted to save your work if you have not already done so Step 1 create the project information In Step 1 you will enter project information about the site and the Engineer 1 Click New on the Application menu to create a blank project Recent projects 1 Step 6 oe Creates a new project Ctrl N 3 Step 5 4 Step 4 paani agrena n E Alternatively click on the New button on the Quick access toolbar located on the right hand side of the Application Button Open the Stockyard s Project Information group by selecting the Insert tab on Repute s ribbon and then clicking on the Project Information button Home Insert i D tM 4i The Project Information group will open in the Stockyard ad Hold the Ctrl key down and click on the item labelled Construction Site A newly gt See i Name Wembley created site will appear in the Project Type Construction Site Kind Project Information Manager under Project Information Notes o Project Information In the Project Manager double click on Description Fleming s Hyper E the newly created site Site 1 to open its Property Inspector Address Links Units E Hela a 24 Geocentrix Repute 2 Quick Start Guide In the Property Inspector
2. stiffness double click On the heading ipri crwrraricataosi naana Small strain stiffness or the button to its left The inspector will expand to show various controls for setting Tutorial 5 Non linear analysis of pile group in stiff clay overlying rock 63 the clay s undrained stiffness Type 75 MPa into the E Young s modulus editor and press enter The G Shear modulus editor will automatically change to show 25 MPa Type 35m into the dz Depth P e co 1 cela ie increase editor and press enter This ae ee Small strain stiffness i 20 reference depth i G shear modulus 25 MPa dG dz change in st 3 3 3 MN Snr i dz depth increase Ga i dG shear modulus i 116 67 MPa v Poisson s ratio n5 i E Young s modulus 4 dE dz change in TOMA Ane i dE Young s modulu Horizontal Anisotropy Gh horizontal s represents the thickness of the clay layer Type 350 MPa into the dE Young s modulus increase editor and press enter The dE dz Change in Young s modulus with depth editor will automatically change to show 10 MN m corresponding to dE dz 350 MPa 35 m The shear modulus values will also change automatically Under the Horizontal category type 0 5 into the Anisotropy editor and press enter The corresponding Eh Young s modulus editor within that category will automatically change to show 37 5 MPa i e 75 MPa x 0 5 T
3. Tutorial 6 and click on the Save button to save the modified project with a new name It a will automatically be saved in the folder Projects Tutorial 6 i gt unless you choose another location Gh Prog am optone fer for it A copy of this step can be found at Projects Tutorial 6 Step 1 rpx Step 2 specify a new pile group In Step 2 you delete the old pile group and then specify a new group 1 The pile group specified in Tutorial 4 was a 2 x 2 group You can see this most easily by changing the orientation of the Drawing Board to plan view To do this right click anywhere on the Drawing Board and select Plan Alternatively select the Drawing Board tab on Repute s ribbon and then click on the Plan button You may also find it easier to see the piles if you increase the Drawing Board s scale To do this right click anywhere on the one of the rulers at the edge of the Drawing Board and select 1 200 Alternatively there are buttons on the Drawing Board tab on Repute s ribbon which allow you to manipulate the scale however you choose If you move the mouse over the drawing of the pile d Weme group in the Drawing Board a balloon will appear i showing its name which is Pile Group 1 You can select this group by clicking on it whereupon a blue s selection rectangle will appear with square handles at each corner Pile Group 1 will automatically be highlighted in the Project M
4. You will find a copy of the project in its current state at Projects Tutorial 3 Step 3 4rpx Step 4 create the pile In Step 4 you will create a pile and specify its cross section and concrete grade 1 Open the Stockyard by pad So aiiin rn b Home Insert Scenario Build eee selecting the View tab on Repute s ribbon and T E Ke E4 A K then clicking on the Specify Check Review f Construct button Welcome Normal Desktops 36 Geocentrix Repute 2 Quick Start Guide 2 When the program has switched to its Construction Desktop in which the Drawing Board Project Manager and Stockyard are displayed right click anywhere inside the Stockyard to display its context menu and select the Concretes command The Concretes group will open 3 Create the concrete by holding the Ct r1 key down and clicking on the item labelled C30 37 When the Ctrl key is pressed Repute automatically creates any item that you select in the Stockyard The newly created concrete will appear in the Project Manager under Materials 4 Next click on the Stockyard s Structural Elements caption near the bottom of the Stockyard The Structural Elements group will open 5 Create the pile by holding the Ctrl key down and clicking on the item labelled Square Pile 6 The newly created pile will appear in the Project Manager under Structural Elements 7 In the Project Manager right click on th
5. o Added Layers 1 2 to Borehole 1 e Added Borehole 1 to Stage 1 A copy of this step can be found at Projects Tutorial 5 Step 4 rpx Step 5 create forces and moments In Step 5 you will create a force moment and combination of actions to combine the force and moment 1 i t In the Stockyard open the Actions group and then create a Force a Moment and a Combination of Actions by dragging and dropping these items from the Stockyard to the Project Manager _af Pitt Manager ema Select Force 1 in the Project Manager Scenarc and then in the Property Inspector a ae a k Ditpthresg Corrias change its Level to 0 5 m its Fx value Aiert to 2000 kN and its Fz value to c 20 000 kN The Depth will change to he 0 5 m and the Resultant to _ 2 20 099 75 kN as you do this The ale change in level is necessary to place the force on top of the upstand pile group Select Moment 1 in the Project Manager and in the Property Inspector change its Level to 0 5 m and its My value to 3000 kNm Select Combination 1 in the Project Manager and in the Property Inspector tick both Force 1 and Moment 1 Make a note of the Fx Fz and My values these are resolved about the combination s current location Then change its Level to 0 5 m The Fx Fz and My values will change automatically Finally select Stage 1 in the Project Manager under Scenarios and in the Property In
6. sleeve the pile Step 6 create the scenario and calculation Step 7 perform and review the calculation Step 8 close the project What next ep ONNNNN DDD Geocentrix Repute 2 Quick Start Guide TUTORIAL 3 SINGLE PILE DESIGN TO EUROCODE 7 cece ccc ccc ccc cece eee e cence 30 Overview 30 Step 1 create the project 31 Step 2 create the borehole 33 Step 3 add a water table 35 Step 4 create the pile 35 Step 5 create the forces 37 Step 6 create the calculation 38 Step 7 customize the calculation 39 Step 8 perform and review the calculations 41 Step 9 change the design standard 42 What next 44 TUTORIAL 4 PILE GROUP IN CLAY AND SAND aeaeoesssssososoooooooooooooooooooooooo 45 Overview 45 Step 2 create the pile group 47 Step 3 create the borehole 48 Step 4 enter the soils stiffness properties 50 Step 5 create forces and moments 51 Step 6 create the calculation 53 Step 7 perform and review the calculation 54 Step 8 produce a report 55 Step 9 close the project 56 What next 56 TUTORIAL 5 NON LINEAR ANALYSIS OF PILE GROUP IN STIFF CLAY OVERLYING ROCK 57 Overview 58 Step 1 create the project 58 Step 2 create the pile group 59 Step 3 create the soil 62 Step 4 create a layer and borehole 63 Step 5 create forces and moments 64 Step 6 create the calculation 65 Step 7 perform and review the calculation 65 Step 8 export the results 66 Step 9 close the pro
7. 60 10 11 12 13 14 15 16 Geocentrix Repute 2 Quick Start Guide Back in the Stockyard click on the heading labelled Structural Elements to open the Structural Elements group Then click on the item labelled Bored Pile and drag it to the Project Manager in the manner described above Repeat the previous instruction for Pile Group Switch to D Software Development CB2007 Bin Debusi 7 fa Repute S Home Insert Scenario Build Wizards Tools View Dra i Specification i go ol A z mjm Desktop by o NA Welcome Normal Construct Check Review News Open Close selecting the Al Al A View tab on Repute s ribbon and clicking on the Specify button The Specification Desktop displays the Drawing Board Project Manager and Property Inspector In the Project Manager select Pile 1 located under the heading Structural Elements The Property Inspector will change to show its properties In the Property Inspector under the I emne set eet O ei T UNR Dimensions heading Dimensions change the r Xpostion pile s X position to 1 5m its Y position Y position z l Depth to 1 5m its Length to 20m and its FEN Free standing length to 0 5m Length Free standing length Under the heading Material Embedded length ow u gt X rake Properties select Concrete 1
8. E Young s modulus dE dz change in Y 10 MN Aree 7 Type 0 3 into the v Poisson s ratio g e aunga moch 200 MPa z Horizonta editor and press enter 5 Gh horizontal st 19 23 MPa 8 Type 50 MPa into the E Young s a dz change 3 85 i modulus editor and press enter The E Eh horizontal Yc 50 MPa dEh d2 change 10 MN ie G shear modulus editor will automatically change to show 19 23 MPa corresponding to G E 2 1 v ys a Bana EAE T S een A anette 9 Type 8 into the z0 reference depth editor and press enter this is the top of the soil layer Type 20 into the dz depth increase editor and press enter this is the thickness of the soil layer Type 200 into the dE Young s modulus increase editor and press enter The dE dz change in Young s modulus with depth editor will automatically change to show 10 MN m corresponding to dE dz 200 MPa 20m The shear modulus values will also change automatically A copy of this step can be found at Projects Tutorial 4 Step 4 rpx Step 5 create forces and moments In Step 5 you will use the Action Wizard to create the actions applied to the pile group 1 Open the Action Wizard by selecting the Wizards tab on Repute s ribbon and clicking on the Action Wizard button 2 When the Wizard appears increase the number of forces to 2 Force 1 and Force 2 will be created Set the Fz value for Force 1 to 12000
9. Rotation dtheta 0e ee ee ee Te ee 16 Click Next to display the next page 17 Tick Stage 1 to add the pile group to the scenario 18 Click Next to display the last page 19 If you wish to review any of the settings you have made click Back to return to the relevant page Otherwise click Finish to generate the pile group The Pile Group Wizard then e Creates Piles 1 15 o Creates Pile Group 1 Tutorial 6 Asymmetric pile group under 3D loading 73 Creates Concrete 2 Links Piles 1 15 to Concrete 2 Adds Piles 1 15 to Pile Group 1 Adds Pile Group 1 to Stage 1 The Drawing Board will now look something like this with the pile group selected wa r gt er ge af Meets at gh g ja der ue a g A copy of this step can be found at Projects Tutorial 6 Step 2 rpx Step 3 move the piles to their final positions In Step 3 you move the piles to their final asymmetric positions Select Pile 2 in the Project Manager and then in the Property Inspector change its Y Position to 1 5m and heme saa ELF ype sored File press ENTER The pile s position on Category Pile Foundation the Drawing Board will change Kind Structural Elements Ii Notes Created by the Pile Group automatica y Uiga F X position Repeat the previous instruction for Pile Eres 4 Depth Om Level Om Next change the Y Position of Piles 7 ga o a WY ea Aw and 9 to 1 5m
10. Welcome Normal Construct Specify Check News Open Close All All Desktops 2 Create the report by clicking on the Refresh button located at the top of the Reporter Repute will generate the requested report and then show it You can navigate around the report using the First Page Previous Page Next Page and Last Page controls also at the top of the Reporter 56 3 4 Geocentrix Repute 2 Quick Start Guide You can choose aac 4 Step 6 rpx Repute 2 Enterprise Eds which elements a j Reporter Message Board appear in the gt 2g B proect report by turning lt G Gem ae Modify Print items on or off via the buttons in the 2 Co oe Sg fi Algorithms Report Elements Report Elements group on the Reporter tab me Sections i Finally you can print the report by clicking on Print button on the Reporter tab Step 9 close the project In Step 8 you will close and optionally save the project 1 2 3 Display the program s Application Menu by clicking on Repute s Application Button and click Close If you have made changes to the project since it was last saved Repute will ask you if you want to save it before proceeding Answer Yes or No by clicking the appropriate button Repute will then if requested save and close the project A copy of this project can be found at Projects Tutorial 4 Tutorial 4 rpx What next Tutorial 5 show
11. change the Name to Wembley Enter Fleming s Hyperbolic Analysis in the Description box and click OK to confirm what you have typed Enter Fig 6 in the Project ID box Returning to the Stockyard create a Party by holding down the Ct rl key and clicking on the item labelled Party A newly created party will appear in the Project Manager under Project Information as Party 1 and the Property Inspector will display its default properties In the Property Inspector change the Name of the newly created party to Whitaker and Cooke and their role to Engineer if not already selected A copy of this step can be found at Projects Tutorial 2 Step 1 rpx Step 2 create the ground conditions In Step 2 you will define the site s ground conditions Returning to the Stockyard click on the T button labelled Common to open the j Common group where you will find amongst other items Plane Ground W Force i d l Ground water T able Hold the Ctrl key down and click on the Efe item labelled Plane Ground to create it Jb Construction Site m File Group In the Property Inspector change the Name of the Plane Ground to Horizontal aa i Ground but leave its other default E Eoi Laye Plane Ground properties unchanged sagnens ata Back in the Stockyard open the Materials group so that you can create a Clay You General Sie aril fy
12. in the 20 i Material name box X gradient INF Y gradient INF Finally under the heading Section E Pile toe Properties change the pile s Shaft e diameter to 1 05m E Depth 195m A fae Level 19 5 m Next duplicate Pile 1 by right clicking Material Properties on it in the Project Manager and See he Mass density 300 kgr selecting the Edit gt Duplicate Young s modulus E 30000000 kPa command Pile 2 will appear in the E Section Properties P 1 t M d it ti 1 Shaft diameter roject Manager and its properties in pages ceria the Property Inspector Section area A 8659 01 cr Or ee S O OY ns In the Property Inspector change the X position of Pile 2 to 1 5m and press Enter Leave all its other properties unchanged Duplicate Pile 2 by right clicking on it in the Project Manager and selecting the Edit gt Duplicate command Tutorial 5 Non linear analysis of pile group in stiff clay overlying rock 61 17 In the Property Inspector change the Y position of Pile 3 to 1 5m and press Enter Note its X position will also be 1 5m 18 Finally duplicate Pile 3 and change the X position of Pile 4 to 1 5m Note its Y position will be 1 5m 19 In the Project Manager select Pile Group 1 The Property Inspector will change to show its properties Then same ineei ype ile Group place ticks next to all four piles CR Pile Foundation Kind Structural Ele
13. 650 kN and change its Variability to Permanent Then set the Fz value for Force 2 to 250 kN but keep its Variability as Variable 1 Define the forces to create in this project No of forces a a a a Variability i 0 kN 0 kN 650 kN Permanent 2 0 kN 0 kN 250 kN Variable p re DaS ai E aan Click Next to display the next page Since no moments are applied to the pile leave the number of moments as O and click Next to display the next page Increase the number of combinations to 1 Combination 1 will be created Under then column Forces to include tick Force 1 and Force 2 3 Define the combinations of actions to create in this project Mo of combinations combination Forces to include Moments to include x Force 1 Force 2 None selected VY Force 1 Force 2 h Click Next to display the last page If you wish to review any of the settings you have made click Back to return to the relevant page Otherwise click Finish to generate the actions and their combination Returning to the Project Manager select Stage 1 under Scenarios Then in the Property Inspector place a tick next to Combination 1 under Actions and press Enter to add the combination to this scenario The 38 Geocentrix Repute 2 Quick Start Guide Drawing Board will refresh The Actions Wizard has e Created Forces 1 2 e Created Combination 1 Added Forces 1 2 to Combination 1 And you have e Added Co
14. 9 TUTORIAL 1 H PILE IN CLAY AND SAND This tutorial demonstrates the basic features of Repute through a worked example involving the analysis of a single H pile installed in clay and sand Ground conditions comprise 5m of clay overlying 20m of dense sand The clay has unit weight of 20 5 kN m angle of shearing resistance of 23 and undrained shear strength of 60 kPa The sand has unit weight of 18 kN m and angle of shearing resistance of 35 The foundation comprises a 305 x 305 x 110 H pile of steel grade Advance 275 A vertical load of 700 kN is to be applied to the pile You want to determine the minimum length of pile needed to safely carry the applied action according to traditional UK practice This tutorial is written for users of the Standard Enterprise and Trial Editions of Repute 2 only Users of the Professional Edition should look at Tutorials 4 6 Overview In Step 1 you will use the Project Wizard to enter project information select a design standard and create scenarios to represent short and long term conditions In Step 2 you will use the Borehole Wizard to create a borehole containing the clay and sand layers In Step 3 you will create an H pile and specify its cross section and steel grade In Step 4 you will create the force applied to the pile In Step 5 you will use the Calculation Wizard to create the calculations you want Repute to perform In Step 6 you will perform the calculat
15. Change the Y Position of Piles 12 and 14 to 4 5m Finally change the X Position of Pile 15 to 3 0m and its Y Position to 7 5mM Then select Pile Group 1 in the Project Manager and in the Property 74 Geocentrix Repute 2 Quick Start Guide Inspector change its Pile cap breadth in Y direction to 10 2m and press ENTER The Drawing Board will now look something like this with the pile group selected aeS r A D ae ae A copy of this step can be found at Projects Tutorial 6 Step 3 rpx Step 4 modify the loads In Step 4 you modify the actions on the pile group 1 Select Force 1 in the Project Manager and then in the Property Inspector change its Fz value to 50 000 kN its X position to 6m and its Y position to 3m When you press ENTER the force s position will change automatically on the Drawing Board 2 Select Force 2 in the Project Manager and in the Property Inspector change its Fx value to 10 000 kN its Fy value to 7 000 kN its X position to 6m and its Y position to 3m As you do this the force s orientation and position will change automatically on the Drawing Board 3 Select Moment 1 in the Project Manager and in the Property Inspector change its Mx value to 3 000 kNm its My value to 5 000 kNm its X position to 6m and its Y position to 3m 4 Finally select Combination 1 in the Project Manager and in the Property Inspector change its X position to 6m and i
16. Constituents Elements caption near the bottom of the Stockyard The Structural Elements panel will open Tutorial 1 H pile in clay and sand 15 9 Create the pile by holding the Ctrl key down and clicking on the item labelled H pile 10 The newly created pile will appear in the Stockyard Project Manager under Structural Elements 11 In the Project Manager right click on the E Aed PI newly created pile Pile 1 to display its a ina S context menu and select the Properties steals command The Property Inspector will Hite py appear mi 12 In the Property Inspector change the Material Name under Material Properties from Not specified to Steel 1 Then change the Section Name under Section Properties from Not specified to Section 1 Leave all other properties of the pile unchanged 13 Returning to the Project Manager select Stage 1 under Scenarios Generel ame age 14 In the Property Inspector place a tick next eey ENP eh to Pile 1 under Structural Elements and nd a eta press Enter to add the pile to this Situation ae i scenario The Drawing Board will refresh gt 33 enuen Layer 2 15 Repeat the previous instruction for Stage Borehole 1 2 Structural Elements E Geometrical Objects In this step you have Ground z Fg N i e Created Section 1 Steel 1 and Pile 1 Linked Section 1 and Steel 1 to Pile 1 e Added Pile 1
17. If you have an existing project open click Close on the program s Application menu You will be prompted to save your work if you have not already done so Step 1 open and modify an existing project In Step 1 you open an existing project and modify its project information 1 Display the Application menu by a 2 clicking on the program s Application button located in the top left hand a L Sep 3 corner of Repute s user interface aa o es Opers an exitii opect Cirle Click on the Open command and in Rep S the dialog box that appears navigate oe 8003 to the folder Projects Tutorial ane 6 and select the file Tutorial 2 Tutoriais 4 rpx this is a copy of the file that a ee rape aD sek was saved at the end of Tutorial 4 C Mecmath til AP eure aned tt Click on the Open button to open this ee sacrosanct project Gb Progam Options Ea In the Project Manager double click on Site 1 to display its properties in the Property Inspector In the Property Inspector change the Description to Asymmetric pile group under 3D loading and the Project ID to 0006 70 Geocentrix Repute 2 Quick Start Guide Then save the project under a iit different name by displaying the Application menu clicking on the Save As command and clicking on the pF om option Repute 2 RPX file Gae i caj H lhe prijet In the dialog box that appears change the File name to
18. Normal Specify Check Review News tab on Desktops Repute s ribbon and then clicking on the Construct button When the program has switched to its Construction Desktop in which the Drawing Board Project Manager and Stockyard are displayed right click anywhere inside the Stockyard to display its context menu and select the Bearing Piles command The Bearing Piles group eee oe ee will open UE BP 254x2548 71 UKEP 254s254 05 UKEP 203 203 45 UKEP 203 203 54 Create the section by selecting the item labelled UKBP 305x305x95 right URBP 305x305 79 clicking to display its context menu and UKEP 305x305 88 then selecting the command Create L UKEF S0Sy Rp Sx 3 UKBP 305x305x95 T UKEP 3055 ep 305x305 95 The newly created hot rolled section will a rag i A N appear in the Project Manager under Sections Next right click anywhere inside the Stockyard to display its context menu and select the Steels command The Steels group will open Create the steel by holding the Ctr1 key down and clicking on the item labelled Advance 275 When the Ctrl key is pressed Repute automatically creates any item that you select in the Stockyard This saves you the effort of displaying the popup menu each time you want to create a new item The newly created steel will appear in the Project Manager under Materials E broject tntGraneieist Fo Finally click on the Stockyard s Structural Geotechnical
19. Welcome page If you have an existing project open click Close on the program s Application menu You will be prompted to save your work if you have not already done so Step 1 create the project In Step 1 you will use the Project Wizard to enter project information and create a scenario to represent the design situation to be analysed a fE Aian ee annan atidi Tar 2 of VO ee ant 1 Open the Project Wizard edly by selecting the Wizards tab on Repute s ribbon and then clicking on the Home Insert Scenario Build Wizards Project Wizard button 2 When the Wizard appears type Tutorial 4 in the Project name box Choose the folder where you want to save this project by using the Path control If you do not change the setting here it will be saved in Repute s Projects folder e e p 3 Enter Pile group in clay and sand in the Description box 4 Enter 0004 in the Project ID box 5 Click Next to display the next page Since we are not going to use a design standard there is nothing to set on this page 6 Click Next to display the next page 7 Inthe table change the longevity of Stage 1 to Persistent if it is not already set 8 Click Next to display the final page 9 Click Finish to generate the project The Project Wizard then e Creates Site 1 Ground 1 and Stage 1 o Adds Ground 1 to Stage 1 Tutorial 4 pile group in clay and sand 47 Creates a new p
20. and skin friction above groundwater will be ignored e The pile studied is a 10 m long 400 mm square pile made of concrete with characteristic weight density of 25 kN m e Vertical loads of 650 kN permanent and 250 kN variable will be applied to the pile You want to determine the minimum pile length required by Eurocode 7 according to the National Annexes published in Ireland and in the United Kingdom Full hand calculations for this example are given as Examples 13 1 and 13 2 in Bond and Harris 2008 This tutorial is written for users of the Standard Enterprise and Trial Editions of Repute 2 only Users of the Professional Edition should look at Tutorials 4 6 Overview In Step 1 you will use the Project Wizard to enter project information select design standards and create a scenario to represent short term conditions e In Step 2 you will use the Borehole Wizard to create a borehole containing the clay and sand layers o In Step 3 you will add a water table to the scenario o In Step 4 you will create a pile and specify its cross section and concrete grade e In Step 5 you will use the Action Wizard to create the forces applied to Tutorial 3 Single pile design to Eurocode 7 31 the pile e In Step 6 you will use the Calculation Wizard to create a calculation and specify the design standard to use in that calculation o In Step 7 you will specify precise details of how you want the calculation t
21. coefficient Su H vV Bearing pressure 69 89 507 33 To view the results of the first calculation Bearing pressure limit A h v Base resistance a n select Calculation 1 in the Project Glos cage E o oe Manager Repute will automatically update the Workbook and Graph Paper with this calculation s data To display the Project Manager selecting the View tab on Repute s ribbon and then click on the Project Manager button produce a report you will produce a report summarising the calculations Display Repute s reporting g 3 z tools by selecting the View al rae tab on Repute s ribbon and then clicking on the KS Pl z A Welcome Normal Construct Specify Check Review Review button a Insert Scenario Build Wizards Tools Desktops Next create a report by selecting the Reporter tab on Repute s ribbon and clicking on the Refresh button Gl g Home Insert Scenario agg Repute will generate the requested report and display it together with a set of thumbnails in the Reporter 20 Geocentrix Repute 2 Quick Start Guide ee SET Gaer aaa A O a T a fu 4 You can navigate around the report al al E Lod lo H LI I ae First Previous Refresh Next Last Fit Fit Zoom Zoom usin g the controls on Page Page Page Page Width Height In Out Report the Reporter tab on Repute s ribbon F
22. if you want to save before proceeding Answer Yes or No by clicking the appropriate button 4 Repute will then if requested save and close the project A copy of this project can be found at Projects Tutorial 1 Tutorial 1 rpx What next Tutorial 2 shows you how to set up Fleming s hyperbolic analysis You cannot save the project in the Trial Edition of Repute 22 Geocentrix Repute 2 Quick Start Guide TUTORIAL 2 FLEMING S HYPERBOLIC ANALYSIS Tutorial 2 shows you how to construct a load vs displacement curve for a single pile using Fleming s hyperbolic analysis described in his 1992 G otechnique paper A new method for single pile settlement prediction and analysis see vol 42 no 3 pp 411 425 This tutorial demonstrates how to setup a calculation in Repute without using the program s built in wizards thereby showing you how versatile the program s user interface is The worked example is taken from Figure 6 in Fleming s paper referenced above which is based upon from tests carried out at Wembley by Whitaker amp Cooke We are interested in replicating the load vs displacement curve given by Fleming s analysis Ground conditions at the site are not given in the paper so we will assume 25m of London Clay with an undrained strength of 100 kPa and an angle of shearing resistance of 23 o The pile studied is a 12 2 m long 775 mm diameter bored pile made of concrete with Young s modulus
23. kN the Fx value of Force 2 to 1000 kN and the Fz value of Force 2 to 0 KN 52 Geocentrix Repute 2 Quick Start Guide Change the Variability of Force 1 to Permanent but leave that for Force 2 as Variable 1 Define the forces to create in this project No of forces 2 Force Fx Fy Fz Variability 1 O kN O kN 12000 kN Permanent if 2 1000 kN 0 kN O kN Variable i aeeee an PS aN et gt NOOT ae p Click Next to display the next page Increase the number of moments to 1 Moment 1 will be created Set its My value to 2000 kNm but leave its Variability as Variable 2 Define the moments to create in this project No of moments 1 Moment Mx Mz Variability il 1 0 kNm 2000 kNm 0 kNm variable n o ee MOPY aii Ss mal a on Click Next to display the next page Increase the number of combinations to 1 Combination 1 will be created Under the column Forces to include tick Force 1 and Force 2 Under the column Moments to include tick Moment 1 3 Define the combinations of actions to create in this project No of combinations 1 Combination Forces to include Moments to include I 1 Force 1 Force 2 Moment 1 v pom Fe ea at perapan anan Click Next to display the last page If you wish to review any of the settings you have made click Back to return to the relevant page Otherwise click Finish to generate
24. may need to click one of the small buttons a cae at the bottom of the Stockyard to display Category Layer Kind Geotechnical Constituents this group You can move the mouse over Notes each button in turn to display a tooltip 3 emrensions indicating which panels they control Dip Material Create the Clay by Ctrl clicking on it Type In the Property Inspector change the Is dy Name of the new Clay to London Clay ao and enter the following properties under Links nsn Drained Strength angle of shearing resistance 23 under Undrained Strength Tutorial 2 Fleming s hyperbolic analysis 25 minimum undrained strength 100 kPa The maximum undrained strength will automatically change to 100 kPa also 6 In the Stockyard open the Geotechnical Constituents group and create both a Soil Layer and a Borehole 7 Select the layer in the Project Manager and then in the Property Inspector change its Name to Clay Layer its Thickness to 25m and select London Clay in its Soil box 8 Now select the borehole in the Project Manager and then in the Property Inspector rename it Wembley Borehole and under Layers gt Next select Clay Layer A copy of this step can be found at Projects Tutorial 2 Step 2 rpx Step 3 create the pile In Step 3 you will create a bored pile and specify its cross section and concrete grade n Berre SOA y EETA Cube strength 4
25. the actions and their combination Returning to the Project Manager select Force 1 under Actions Then in the Property Inspector change the Level of this action to 0 5m The Depth will automatically change to 0 5m This raises the force up so that Tutorial 4 pile group in clay and sand 53 it acts at the bottom of the pile cap 10 Repeat the previous instruction for Force 2 Moment 1 and Combination 1 11 Returning to the Project Manager select Stage 1 under Scenarios Then in the Property Inspector place a tick next to Combination 1 under Actions to add the combination to this scenario Press Enter to refresh the Drawing Board The Actions Wizard has ee ae Seer Actions Created Forces 1 2 Combination 1 4B Force 1 o Created Moment 1 Force 2 Created Combination 1 Moment 1 E Design Standards Added Forces 1 2 and Moment 1 to SL ESCs gph i Combination 1 And you have Added Combination 1 to Stage 1 A copy of this step can be found at Projects Tutorial 4 Step 5 rpx Step 6 create the calculation In Step 6 you will use the Calculation Wizard to create the calculation you want Repute to perform 1 Open the Calculation Wizard by selecting the Wizards tab on Repute s ribbon and then clicking the Calculation Wizard button When the Wizard appears select Boundary Element Analysis The calculations that appear here depend on which edition of Repute you are running The E
26. the same pile group as was used in Step 2 of Tutorial 1 You are interested in the displacements and rotation of the pile cap under a combined vertical load of 20 MN horizontal load of 2 MN and moment of 3 MNm The loads will be applied at the centre of the pile cap e Hyperbolic curve fitting constants of 0 5 for the shaft 0 99 for the base and 0 9 for lateral response should be used Two analyses will be run one without any limit on the mobilized shaft stresses and one with a limit of 100 kPa This tutorial is written for users of the Professional Enterprise and Trial Editions of Repute 2 only Users of the Standard Edition should look at Tutorials 1 3 58 Geocentrix Repute 2 Quick Start Guide Overview In Step 1 you will use the Project Wizard to enter project information and create a scenario to represent the design situation to be analysed o In Step 2 you will use the Pile Group Wizard to create a 2 x 2 pile group and specify the piles properties o In Step 3 you will create a stiff clay and specify its properties e In Step 4 you will create a layer and borehole to hold the stiff clay In Step 5 you will create a force moment and combination of actions to combine the force and moment e In Step 6 you will create the calculation that you want Repute to perform o In Step 7 you will perform the calculation e In Step 8 you will export results to a Microsoft Excel spreadsheet o In Step 9 you
27. then clicking on the Specify aoet button Then select EC7 with Irish National Annex Design Approach DAL Comibanstion in the Project Manager to display its properties in the Property Inspector Expand the category labelled Options if necessary and read the value for Model factor on resistance Lau Model Fado con read A Repute project which reproduces Bond and Harris s calculations can be found in Projects Examples Bond and Harris 2008 Ex 13 1 rpx Step 9 change the design standard In Step 9 you will create a second calculation identical to the first but based on the UK National Annex to Eurocode 7 1 Returning to the Project Manager create a copy of Calculation 1 by right click on it 5 Gener a j Name Calculation 2 under Calculations and selecting the Type Longitudinal LS Category Limit State Edit gt Duplicate command Calculations Notes Created by the Calcul 2 With Calculation 2 selected in the Project Links Construction Stage Stage 1 Manager change the Design Standard selected for this calculation in the Property Pr cle gt Inspector from EC7 with Irish National Wl fiction Detainsand Annex to EC7 with UK National Annex RAE Design Standard Tutorial 3 Single pile design to Eurocode 7 3 In the Project Manager select the Design Standard EC7 with UK National Annex Then in the Property Inspector expand the cate
28. tick next to Force 1 under Actions and press Enter to add the action to this scenario The Drawing Board will refresh and now look like this 8 Repeat the previous instruction for Stage 2 Tutorial 1 H pile in clay and sand 17 In this step you have e Created Force 1 o Added Force 1 to Stages 1 and 2 A copy of this step can be found at R Projects Tutorial 1 Step 4 rpx Step 5 create the calculations In Step 5 you will use the Calculation Wizard to create the calculations you want Repute to perform 1 Open the Calculation Wizard by selecting the Wizards tab on Repute s ribbon and then clicking on the Calculation Wizard button 2 When the Wizard appears select Longitudinal ULS The calculations that appear here depend on which edition of Repute you are running The Enterprise Edition provides more calculations than the Standard and Professional editions ae A amp s P Eda 7 Flerning s Hyperbaric A urfsis i Aca e a eee see de goan gpt 3 Click Next to display the next page 4 Select Design Standard 1 this is the BS 8004 design standard created in Step 1 of this tutorial _ ym Jim f y fa v nfa ta ae w ak ae a we Reston Stenderd E 1 JA ents N T a Ot lr Aholi of wt ete z sop Potio p n Veo Pe Click Next to display the next page Click All to select both scenarios Click Next to display the final page oe a we pa If you
29. to Persistent there is nothing to change on this page 7 Click Next to display the final page 8 Click Finish to generate the project The Project Wizard creates a new project named Tutorial 5 rpx containing the following items Project Information Site 1 e Geometrical Objects Ground 1 o Scenarios Stage 1 A copy of this step can be found at Projects Tutorial 5 Step 1 rpx Step 2 create the pile group In Step 2 you will create 4 piles and connect them together in a pile group 1 Switch to prs a z D Software a Repute S Home Insert Scenario Build Wizards Tools View D Construction a Desktop by D Zi gl A A ee EJ selecting the Welcome Normal Specify Check Review News Open Hi View tab on All Repute s ribbon and clicking on the Construct button The Construction Desktop displays the Drawing Board Project Manager and Stockyard Desktops 2 In the Stockyard click on the heading labelled Concretes to open the Concretes group 3 Then click on the item labelled C20 25 and keep the left mouse button pressed 4 Drag the cursor away from the Stockyard towards the Project Manager The cursor will change to signal the dragging operation 5 Finally release the left mouse button when the cursor is located over the Project Manager to drop the concrete there where it will appear as Concrete 1 under the heading Materials
30. wish to review any of the settings you have made click Back to return to the relevant page Otherwise click Finish to generate the calculations The Calculation Wizard then 18 Geocentrix Repute 2 Quick Start Guide Creates Calculations 1 2 o Links Stage 1 to Calculation 1 Links Stage 2 to Calculation 2 e Links Design Standard 1 to Calculations 1 2 A copy of this step can be found at Projects Tutorial 1 Step 5 rpx Step 6 perform and review the calculations In Step 6 you will perform the calculations and review the results 1 Run the calculation by selecting the Build tab on Repute s ribbon and then clicking on the Run All button Ral Git D Software Development CB2007 Bin Debug Proj Ne U __ E Home Insert Scenario Build Reports Wizards Tools Schedule Yalidate Run Re run Schedule Validate Rerun Stage 2 Stage 2 Stage 2 Stage 2 All All All Build Current Scenario Build All Scenarios y a E 2 Repute will perform all the calculations that you have ftware Developnit specified i e Calculations 1 and 2 and then change to its z ar Checking Desktop which displays the Workbook Graph Paper You can switch to this display at any time by clicking on the Check button on the View tab of by og G ribbon h Getos R A 3 Your screen will now look something like this a P Asise josmgesaid EHE Be paba r pee ee ie Veg Y a Fag
31. you wish to review any of the settings you have made click Back to return to the relevant page Otherwise click Finish to generate the project The Project Wizard then e Creates Site 1 Ground 1 Design Standard 1 and Stages 1 2 o Adds Ground 1 to Stages 1 2 Creates a new project named Tutorial 1 rpx with all these items 8 Project Manager t x You can view these items by right clicking anywhere inside the Project Manager to display its context menu 7 l and selecting the Expand All command The Project 1 oe rena Manager will then look as shown in the picture Geometrical Objects alongside af Ground 1 Design Standards as Design Standard 1 To view the properties of any particular item Scenarios gt Stage 1 tae Stage 2 1 Select the item you want to inspect in Repute s Project Manager e g Site 1 ee T an 12 A copy of this step can be found at Projects Tutorial 1 Step 1 rpx Geocentrix Repute 2 Quick Start Guide Display the Property Inspector for that item by e Right clicking on the item to display its context menu and clicking the Properties command Or Double clicking on the item Repute s Property Inspector will open and __ 8p Property Inspector display the properties of the selected item General For example for Site 1 the description is Type Construction Site u e n Kind Project Information shown as H pile in clay an
32. 5000kPa 27 F Cylinder strength 35000 kPa Stiffness 1 Open the Concretes group in the Stockyard and create a concrete of grade C35 45 E Young s modulus E EAA Units GPa 2 In the Property Inspector attempt to aeons change the Young s modulus E of the n a new concrete to 19 5 GPa 3 When you press enter the value will revert back to 34 GPa and the Message Board will open to reveal the error message Young s modulus must be gt 27 GPa and lt 44 GPa Value entered 19 5 GPa You can see this message more easily if you click on the Errors tab at the top of the Message Board S Message Board Al Information 1s warnings Enors Critical Message gt x Young s modulus must be gt 27 GPa and lt 44 GPa Value entered 19 5 GPa i 4 r ee E ON meer 4 Since the value of Young s modulus used by Fleming is outside of the allowable range for Grade Concrete we will use Custom Concrete instead 5 Back in the Concretes panel create a Custom Concrete Then set its Young s modulus to 19 5 GPa as described in item 2 above This should succeed 6 Because we no longer need the Grade Concrete we can delete it from 26 Geocentrix Repute 2 Quick Start Guide the project by right clicking on Concrete 1 in the Project Manager and selecting Edit gt Delete When prompted confirm that you want to delete Concrete 1 7 Open t
33. Geocentrix Kepute 2 Quick Start Guide Onshore pile design and analysis 2 Geocentrix Repute 2 Quick Start Guide Notices 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 2002 11 Geocentrix Ltd All rights reserved Geocentrix and Repute are registered trademarks of Geocentrix Ltd Other brand or product names are trademarks or registered trademarks of their respective holders PGroupN is used under exclusive licence from Geomarc Ltd PGROUP code used under licence from TRL Ltd Set in Optimum using Corel WordPerfect X5 Printed in the UK Acknowledgments Repute 2 was developed with the generous support of Corus Atkins and Stent Foundations Repute 2 was designed and written by Dr Andrew Bond of Geocentrix with the assistance of lan Spencer of Honor Oak Systems PGroupN was designed and written by Dr Frances
34. L to 19 5m and the Upstand U to 0 5m 48 10 12 13 The Pile Group Wizard then Geocentrix Repute 2 Quick Start Guide 3 Enter the pile length and rake HET Embedded length L Be Upstand U Click Next to display the next page Leave all the values on this page as zero this will position the pile group centrally in the co ordinate system and not rotated Click Next to display the next page Tick Stage 1 to add the pile group to the scenario Click Next to display the last page If you wish to review any of the settings you have made click Back to return to the relevant page Otherwise click Finish to generate the pile group El ie Project Information e Creates Piles 1 4 Site 1 e Creates Pile Group 1 E iaf Geometrical Objects wl Ground 1 Creates Concrete 1 Scenarios o Links Piles 1 4 to Concrete 1 oi Stage El 3 Structural Elements e Adds Piles 1 4 to Pile Group 1 B Pie 1 Pile 2 e Adds Pile Group 1 to Stage 1 Bl Fies A copy of this step can be found at Pile 4 Projects Tutorial 4 Step 2 rpx Step 3 create the borehole In Step 3 you will use the Borehole Wizard to M Pile Group 1 on Materials Ei Concrete 1 Tutorial 4 pile group in clay and sand 49 create a borehole containing clay and sand layers 1 Open the Borehole Wizard by selecting the Wizards tab on Repute s ribbon and clicking on the Borehole Wizard button 2 When the Wizar
35. Project Wizard button 2 When the Wizard appears type Tutorial 3 in the Project name box Choose the folder where you want to save this project by using the Path control If you do not change the setting here it will be saved in Repute s Projects folder ie J i ae ae sig Wizards gt 32 Geocentrix Repute 2 Quick Start Guide 3 Enter Single pile design to Eurocode 7 in the Description box 4 Enter 0003 in the Project ID box Project Wizard 1 Enter the administrative detads for your project Project name Tutoral 3 Path gt Projects t Description Single pile design to Eurocode 7 Project ID 5 Click Next to display the next page The design standards that appear here depend on which edition of Repute you are running the Enterprise Edition supports more design standards than the Standard and Professional editions 6 Select BS EN 1997 1 2007 and IS EN 1997 1 by clicking on the relevant check boxes a tick mark appears next to a standard when it is selected 2 Select the design standards you want to use in this project BS 8004 1986 BS EN 1997 1 2007 Custom Eurocode 7 Custom Working Stress Standard EN 1997 1 2004 ENV 1997 1 1994 7 Click Next to display the next page 8 Keep the number of construction stages as 1 but change the longevity of Stage 1 to Transient 3 Define the scenarios to create in this project No of constructio
36. Quick Start Guide 2 When the menu appears close the project by clicking on the Close command 3 If you have made changes to the project since it was last saved Repute will ask you if you want to save before proceeding Answer Yes or No by clicking the appropriate button 4 Repute will then if requested save and close the project A copy of this project can be found at Projects Tutorial 3 Tutorial 3 rpx What next Tutorial 4 shows how the boundary element method can analyse a pile group Tutorial 4 pile group in clay and sand 45 TUTORIAL 4 PILE GROUP IN CLAY AND SAND Tutorial 4 demonstrates how the boundary element method can be used to analyse a pile group The worked example involves a group of four piles in stiff clay overlying dense sand Ground conditions comprise 8m of stiff clay overlying dense sand Both soils will be modelled as linear elastic materials The stiff clay has a vertical Young s modulus of 40 MPa and a horizontal modulus of 20 MPa with Poisson s ratio equal to 0 5 The dense sand has the same Young s modulus vertically and horizontally equal to 50 10z MPa where z is the depth below the top of the sand in metres and Poisson s ratio equal to 0 3 The piles are installed on a 2 x 2 grid at 3 m spacing centre to centre Each pile is 20 m long 1050 mm in diameter with a free standing length of 0 5 m and Young s modulus vertically and horizontally of 30 GPa A char
37. acteristic vertical force of 12 MN permanent horizontal force of 1 MN variable and moment of 2 MNm variable are applied at the centre of the pile group You want to determine the displacement and rotation of the pile cap under serviceability conditions This tutorial is written for users of the Professional Enterprise and Trial Editions of Repute 2 only Users of the Standard Edition should look at Tutorials 1 3 Overview In Step 1 you will use the Project Wizard to enter project information and create a scenario to represent a persistent design situation In Step 2 you will use the Pile Group Wizard to create a 2 x 2 pile group and specify the piles properties In Step 3 you will use the Borehole Wizard to create a borehole containing the stiff clay and dense sand layers In Step 4 you will enter the stiffness parameters for Soils 1 and 2 In Step 5 you will use the Action Wizard to create the actions applied to the pile group In Step 6 you will use the Calculation Wizard to create the calculation you want Repute to perform 46 Geocentrix Repute 2 Quick Start Guide e In Step 7 you will perform the calculation and review the results e In Step 8 you will produce a report summarising the calculation o In Step 9 you will close the project If Repute is not already running double click on the Repute icon on Windows Desktop to start the program Once the splash screen has disappeared Repute displays its
38. al The latest versions of these manuals including any corrections and or additions since the program s first release are available in electronic Adobe Acrobat format from the Geocentrix website www geocentrix co uk repute and follow links to Repute s documentation Quick start guide this booklet The Repute Quick start Guide includes six tutorials that show you how to use the main features of Repute Each tutorial provides step by step instructions on how to drive the program There are three tutorials dealing with single pile design and three with pile group design The tutorials increase in difficulty and are designed to be followed in order User manual The Repute User Manual explains how to use Repute It provides a detailed description of the program s user interface which is being rolled out across all of Geocentrix s software applications Reference manual The Repute Reference Manual gives detailed information about the engineering 8 Geocentrix Repute 2 Quick Start Guide theory that underpins Repute s calculations The manual assumes you have a working knowledge of the geotechnical design of single piles and pile groups but provides appropriate references for further study if you do not Help system Repute s help system contains detailed information about the program including most of the information contained in the Repute Quick Start Guide User Manual and Reference Manual plus additional infor
39. an fe pria ee of ee ily a _ wa p ee i DA a A m h pma 2eeees gt gt Rages en 3 Ste ke fies Ciais J Mrusi ai Neen hare a p E a a a a jju jg Ge Foes pp s P Lesta ks pen nk are Arcee nagteern rst EATS LT ETH Tapia na es Leer a ar agar Hie mi injecting iaa og NRCS Lis mp uap eg ge ssas mg Lema eere Bae Tutorial 1 H pile in clay and sand 19 Step 7 In Step 7 1 The Graph Paper top right panel shows the effect of the actions E equal to the sum of the applied forces and the self weight of the pile increasing with depth o the separate components of shaft and base resistances R and Ry also increasing with depth e the total compressive resistance R R R exceeding the effect of actions E lt R at a depth of about 15 15 m The Workbook top left panel shows the H same information but in tabular format The Workbook contains a lot more Drag a column header here to group by that column Depth Effect of actions Skin friction Shaft resistance information than is initially shown To 7 Der area eS display this additional information click on Sohmegn 61 22 7ST the button labelled in the top leftthand tawas coos ana corner of the Workbook to the left of the vetisafetecive sues 147 242 heading Depth and select the data you v skntiton sees aces i want to see Bl Sheh reastoree ae aa T Base
40. anager and its properties displayed in the Property Inspector If you now move the mouse over one of the piles within the group and click on it a balloon will appear showing the pile s name e g Pile 4 You can select _ this pile by holding the CTRL key down and clicking on lt gt it whereupon a blue selection rectangle will appear i with square handles at each corner Pile 4 will Tutorial 6 Asymmetric pile group under 3D loading 71 automatically be highlighted in the Project Manager and its properties displayed in the Property Inspector 5 To delete this pile from the project right click on it in the Project Manager and select the Delete command located under the Edit sub menu You will be asked whether you are sure you want to delete Pile 4 Bored Pile and reminded that this pile is being used by Pile Group 1 Pile Group Click Yes to confirm the command whereupon Pile 4 will disappear from both the Project Manager and the Drawing Board 6 Repeat the previous instruction for Piles 1 3 and finally for Pile Group 1 d hatte 7 Re A Le Ainan aen get pf fT pt teen 7 Next open the Pile Gn SE ee t Home Insert Scenario Build Wizards 4 gt A Group Wizard by selecting the Wizards tab on Repute s ribbon and clicking on the Pile 5O55 Stshvle Group Wizard button 8 When the Wizard appears choose the Custom plan arrangement pooh FO and cha
41. ck Finish to generate the borehole The Borehole Wizard then gt Project Manager 6 Creates Soils 1 2 Geotechnical Constituents 2 B Borehole 1 e Creates Layers 1 2 By Laver 1 SS Layer 2 Creates Borehole 1 E E Materials e Links Soil 1 to Layer 1 eee E Soil2 Links Soil 2 to Layer 2 cbf Geometrical Objects ai Ground 1 Adds Layers 1 2 to Borehole 1 en S aes ere File 1 Adds Borehole 1 to Stage 1 H Pile 2 l l U Pile 3 An error message will appear in the Message Board File 4 notifying you that the dry weight of Soil 2 must be TM Pile Group 1 A E Project Information less than a certain value You can ignore this Site message in this instance Eh Scenarios A copy of this step can be found at ee ee ee ae Projects Tutorial 4 Step 3 rpx Step 4 enter the soils stiffness properties In Step 4 you will enter the stiffness parameters for Soils 1 and 2 1 Select Soil 1 in the Project Manager under Materials and double click to show its properties vo Anati amp UMa e aiii Undrained stiffness 2 Click on the heading Large strain stiffness or the button to the left of Large strain stiffness H 20 reference depth Om it located under the Undrained E stiffness category The inspector will dG dz change in st MN expand to show various controls for at ee lepras 1m ijy A i dG shear modulus i 0 MPa setting the soil s undrained stiff
42. click Close 2 If you have made changes to the project since it was last saved Repute will ask you if you want to save it before proceeding Answer Yes or No by clicking the appropriate button Chose ot ument 3 Repute will then if requested save and close the project A copy of this project can be found at Projects Tutorial 2 Tutorial 2 rpx A Repute project which reproduces all nine hyperbolic analyses from of Fleming s paper can be found in Projects Examples Fleming 1992 rpx What next Tutorial 3 shows you how to design a single pile in accordance with the requirements of Eurocode 7 You cannot save the project in the Trial Edition of Repute 30 Geocentrix Repute 2 Quick Start Guide TUTORIAL 3 SINGLE PILE DESIGN TO EUROCODE 7 Tutorial 3 shows you how to design a single pile according to the requirements of Eurocode 7 The worked example is taken from Chapter 13 of the book Decoding Eurocode 7 by Bond and Harris 2008 London Taylor and Francis Ground conditions comprise 8 m of medium strength sandy CLAY overlying medium dense gravelly SAND The clay has characteristic undrained strength of 45 kPa and characteristic weight density of 18 5 kN m The sand a characteristic angle of shearing resistance of 36 zero effective cohesion and characteristic weight density of 20 kN m The sand s constant volume angle of shearing resistance is 33 o Groundwater at the site is at 1 m depth
43. co Basile of Geomarc Special recognition goes to the late Dr Ken Fleming of Cementation Foundations Skanska for his invaluable advice and support during the development of PGroupN The Repute Quick Start Guide was written by Andrew Bond The following people organizations assisted with the production of the program and its documentation Romain Arnould Francesco Basile Jenny Bond Joe Bond Tom Bond Halcrow Group and Jack Offord The following gave generously of their time during beta testing Francesco Basile and Dave Rowbottom Revision history Last revised 18 April 2011 for version 2 0 8 Table of contents TABLE OF CONTENTS TABLE OF CONTENTS 2 002 ssa200e0ecsoceosens eee ek oewes oe ses E e INTRODUCING REPUTE 2 What s new in Repute 2 New geotechnical capabilities New user interface features Reporting Documentation Quick start guide this booklet User manual Reference manual Help system Software Re Assurance Notes TUTORIAL 1 H PILE IN CLAY AND SAND Overview Step 1 create the project Step 2 create the borehole Step 3 create the pile Step 4 create the force Step 5 create the calculations Step 6 perform and review the calculations Step 7 produce a report Step 8 close the project What next TUTORIAL 2 FLEMING S HYPERBOLIC ANALYSIS Step 1 create the project information Step 2 create the ground conditions Step 3 create the pile Step 4 create the force Step 5
44. d appears increase the number of layers to 2 3 Click Next to display the next page 4 Change the thickness of Layer 1 to 8m and its type to Clay Change the thickness of Layer 2 to 20m and its type to Sand 2 Please specify the thickness and sail type of each layer Layer Thickness Soil type pater Thickness __solltype a Clay 20 m Sand Fe Oe nant ar 5 Click Next to display the next page 6 Change the weight density of Soil 1 to 18 kN m but leave its angle of shearing as 25 Change the weight density of Soil 2 to 21 5 kN m and set its angle of shearing to 36 Leave the cohesion of both soils unchanged at O kPa 3 Please enter the drained properties of each soil _ Soil Type Weight density Angle of shearing 1 Clay 18 kN m 25 0 kPa 2 Sand 22 kN m Ea OkPa 7 Click Next to display the next page 8 Change the undrained strength of Soil 1 to 100 kPa its increase in strength to 500 kPa and the distance over which the increase occurs to 8m 4 Please enter the undrained properties of each cohesive sail aoi L Tyee Strength 100 kPa 500 kPa m ET PE a a mi a pa 9 Click Next to display the next page 10 Tick Stage 1 to add the borehole to the scenario 11 Click Next to display the last page 50 Geocentrix Repute 2 Quick Start Guide 12 If you wish to review any of the settings you have made click Back to return to the relevant page Otherwise cli
45. d sand and the te Miss Nie Cones Project ID as 0001 E Project Information Description H pile in clay and sand Project ID 0001 Address sinkgpnitsndi Py gjon F Er g Step 2 create the borehole In Step 2 you will use the Borehole Wizard to create a borehole containing the clay and sand layers 1 v e yim Open the Borehole me ee dEn ai il Wizard by selecting the Home Insert Scenario Build Wizards Wizards tab on A A Repute s ribbon and je e Pile Group Action Calculation then clicking on the Wizard Wizard Wizard Borehole Wizard Wizards button Project Wizard When the Wizard appears increase the number of layers to 2 1 How many layers do you want to create ra Click Next to display the next page Change Layer 1 s thickness to 5m and its soil type to Clay Change the thickness of Layer 2 to 20m but leave its soil type as Sand 2 Please specify the thickness and soil type of each layer 1 5m Clay X H 2 20m Sand vi k N em Se Aee ee am ot A a Click Next to display the next page Tutorial 1 H pile in clay and sand 13 The Borehole Wizard then Change the Weight density unit weight of Soil 1 to 20 5 kN m and its Angle of shearing to 23 Change the weight density of Soil 2 to 18 kN m and its angle of shearing to 35 Leave the Cohesion of both soils unchanged 3 Please enter the drained prope
46. e 1 button da gt 2 2 2 Repute will perform all the Schedule Validate EA Rerun calculations that are linked to Stage at e f 1 in this case just Calculation 1 and then change its display to show its Checking Desktop which displays the Workbook and Graph Paper panels You can switch to this display at any time by clicking on the Check button on the View tab of Repute s ribbon 66 Geocentrix Repute 2 Quick Start Guide 3 Your screen will now look something like this SA Pirga fiori pari OP be per ty Teteetal Mtitep ipe Repeats J liter pane I Ativa n g ia Deere a Boundary Element Analysis 1 Load vs displacement Force MN meornent MN at EC oS Cee WK E Displocment rwn rotation mrad EJ Paetos we eerere EJ teeter trees FJ e at a nt n ig _ _ et i i l a M we Step 8 export the results In Step 8 you will export results to a Microsoft Excel spreadsheet 1 Right click in the Workbook panel to reveal its context menu and select Export Only the data that is currently displayed in the Workbook will PNE Prea be exported To include other results click on s Ctri P the Asterisk in the top left corner of the Workbook s table and select the results you want to include 2 Select the desired path for the file enter its name and then click on the Save button This will save the data in an Excel spreadsheet xls file 3 You can then view
47. e newly created pile Pile 1 to display its context menu and select the Properties command The Property Inspector will appear 8 In the Property Inspector change the f ftartevarn a Material Name under Material Properties A from Not specified to Concrete 1 a Emme nat Then change the pile s Length under E Y ake Dimensions to 10 m and its Breadth Ee under Section Properties to 400 mm 5 Pile toe Leave all other properties of the pile unchanged pe Material Properties 9 Returning to the Project Manager select Soeur Stage 1 under Scenarios aoo 10 In the Property Inspector place a tick next a to Pile 1 under Structural Elements and a press Enter to add the pile to this scenario the Drawing Board will refresh In this step you have Created Concrete 1 and Pile 1 e Linked Concrete 1 to Pile 1 e Added Pile 1 to Stage 1 A copy of this step can be found at Projects Tutorial 3 Step 4 rpx Tutorial 3 Single pile design to Eurocode 7 37 Step 5 create the forces In Step 5 you will use the Action Wizard to create the forces applied to the pile 1 d m F F a S OP OT eN a a Open the Action Wizard by selecting the Wizards tab on Repute s ribbon and clicking on the Action Wizard button When the Wizard appears increase the number of forces to 2 Force 1 and Force 2 will be created Set the Fz value for Force 1 to
48. equal to 19 5 GPa e A vertical load of 200 tonnes approximately 2000 kN is applied at the centre of the pile o The ultimate load that the pile can carry has been calculated separately as 1994 kN on the shaft and 1002 kN from the base The soil modulus below the pile base is 33 125 MPa Other parameters used by Fleming are the shaft flexibility factor 0 0017 or 0 17 and effective column length factor 0 45 This tutorial is written for users of the Standard Enterprise and Trial Editions of Repute 2 only Users of the Professional Edition should look at Tutorials 4 6 Overview In Step 1 you will enter project information about the site and the Engineer e In Step 2 you will define the site s ground conditions o In Step 3 you will create a bored pile and specify its cross section and concrete grade o In Step 4 you will create the force applied to the pile o In Step 5 you will sleeve the pile through the made ground Tutorial 2 Fleming s hyperbolic analysis 23 In Step 6 you will create the scenario and calculation and link various items together In Step 7 you will perform the calculation and produce a report showing the relationship between load and displacement In Step 8 you will close and optionally save the project If Repute is not already running double click on the Repute icon on Windows Desktop to start the program Once the splash screen has disappeared Repute displays its Welcome page
49. er Nq 50 in its Notes field Change the value of the Compressive lateral coefficient to 1 59 whereupon the Option will automatically change to Custom coefficient 5 Hold the CTRL key down and click on Wall friction in the Stockyard Change the Name of the new algorithm to Delta in sand and enter constant volume angle of shearing resistance in its Notes field Change the value of Wall friction to 33 whereupon the Option will automatically change to Custom friction 6 Hold the CTRL key down and click on Bearing capacity algorithm in the Stockyard Change the Name of the new algorithm to Nq in sand Change the Option to Berezantzev The values of Nq Ny and Ne will update their values corresponding to the parameters entered into the Ready Reckoner Try changing the values in the Angle of shearing resistance and Slenderness ratio fields to see the effect 7 Finally select Calculation 1 in the Project Manager and then in the Property 5 Sere Name Limit State 1 Inspector set a link to the bearing Type Longitudinal ULS Category Limit State capacity algorithm you have just created cee by clicking on the down arrow to the right Notes Created by the Calculation 7 Links of the heading Bearing Capacity Factor coe See and selecting Nq in sand Design Standard with model factor 1 5 Lateral earth pressure c Ks in sand X i r wall frict
50. form and review the calculation In Step 7 you will perform the calculation and review the results Run the calculation by selecting the Build tab on Repute s ribbon and clicking on the Run Stage 1 button Ray ge gt D Software Develof WH a Home Insert Scenario Build qP gt 5 Schedule Yalidate Ri Re run Sched Stage 1 Stage 1 Stage 1 Stage 1 All Build Current Scenario Repute will perform all the calculations that are linked to Stage 1 in this case just Calculation 1 and then change its display to show its Checking Desktop which displays the Workbook and Graph Paper You can switch to this display at any time by clicking on the Check button on the View tab of Repute s ribbon Your screen will now look something like this Tutorial 4 pile group in clay and sand 55 Fiara aoe rpe geet artes peti tines Dri Beit f 42 pk oO hess Takilak Load ve displacement Forge MA moment miim E t i d Displacment reen retation rrii 2 i iss ee ee Step 8 produce a report In Step 8 you will produce a report summarising the calculation 1 Switch to r Repute s Review Desktop which displays the Reporter and Project Manager by selecting the View tab of Repute s ribbon and then clicking on the Review button OAH _D Software Development CB2007 Bin ebug P wW Home Insert Scenario Build Wizards Tools view DOA paAecaf
51. gory 43 labelled Options if necessary and change the option for Pile testing to Investigation tests The values of the partial factors and the model factor will change This setting is appropriate when the calculated resistance will be checked by static pile load tests taken to ultimate load 4 Run the new calculation by selecting the Build tab on Repute s ribbon and then clicking on the Run Calculation 2 button If this button is disabled or reads Run Calculation 1 then go back to the Project Manager and select Calculation 2 then re try Your screen will now look something like this an SH 2 Be Uber renter Drakpa EA P00 et ede a pet al Pep T opo epee F Eriipria dition liebe Brid M ee i h a e gt ee ets a oe eg nee to be a ide dids Pare he jiii La ceo oe Ve Ba A Canton T Carbo Caiit T Tip Sage l Sage Zeal u a Rese lance ws depih Resistance KN mam ug Mo me ee 1a E G remy E Pe n r T Te once int irate aS eae s U eat annie ee eee ey Sata z Loreena LL wip E l r be mas ana A copy of this step can be found at Projects Tutorial 3 Step 9 rpx Step 10 close the project In Step 10 you will close and optionally save the project 1 Display the program s Application Menu by clicking on Repute s Application Button You cannot save the project in the Trial Edition of Repute 44 Geocentrix Repute 2
52. he Gh Shear modulus editor will also change accordingly A copy of this step can be found at Projects Tutorial 5 Step 3 rpx Step 4 create a layer and borehole In Step 4 you will create a layer and borehole to hold the stiff clay 1 fo ea inai pe Fai F me a a i i cl aa In the Stockyard open the gens a A Pone Menage Geotechnical Constituents group and then create a Soil Layer a Rigid Layer Geotechnical Constitue Frosa Infooration i Bowstots Geometric Ubeects and a Borehole by dragging and Scere J Ground Water Table g i G ee ah leila dropping these items from the errs Stockyard to the Project Manager Sen Select Layer 1 in the Project Manager and then in the Property Inspector s a change its Thickness to 25m and a select Soil 1 in its Soil box Now select Borehole 1 in the Project Manager and in the Property Inspector select Layer 1 under Layers gt Next Repeat the previous instruction but now select Layer 2 under Layers gt Next This inserts a rigid layer underneath the stiff clay Finally select Stage 1 in the Project Manager and in the Property 64 Geocentrix Repute 2 Quick Start Guide Inspector tick Borehole 1 and press Enter The borehole will appear on the left hand side of the Drawing Board In this Step you have E Drawing Board o Created Layers 1 2 and Borehole 1 e Linked Soil 1 to Layer 1
53. he Structural Elements group in the Stockyard and create a Bored Pile 8 In the Property Inspector change the Length of the new pile to 12 2 m and its Shaft diameter to 775 mm The base diameter will automatically increase to 775 mm displayed as 0 78 m Finally select Concrete 2 in the box Material name A copy of this step can be found at Projects Tutorial 2 Step 3 rpx Step 4 create the force In Step 4 you will create the force applied to the pile o Property Inspector E General Name 1 Open the Actions group in the Stockyard and create a Force Force 1 Type Force Category Direct Action Kind Actions 2 In the Property Inspector change the Variability of the new force to Permanent and its FZ component to 2000 kN The resultant will automatically change to 2000 kN Notes Variability O Dimensions position Y position Om Depth Om Level Om O Action Fx Fy E Resultant A copy of this step can be found at Projects Tutorial 2 Step 4 rpx Links aT a Tee N pt Step 5 sleeve the pile In Step 5 you will sleeve the pile through the made ground Bo Property Inspector General Length in made ground Name Cat eqgory 0 ption 1 Open the Algorithms group in the Stockyard and create a Shrinkage algorithm Type Kind Algorithms Notes Reference Algorithm Opt
54. he clay there where it will appear as Soil 1 under the heading Materials Next open the Property Inspector for 8 Pioperty Inspector Soil 1 by double clicking on it within E General the Project Manager une ype Category Kind Under the category Mass weight Soil 1 Clay Soil Materials densities change the clay s dry and Notes i lt 4 3 rae wet weight densities to 19 8 kN m Classification Class You will need to set the dry weight a density first to avoid getting error Strict validation ls fissured messages Mass weight densities Dry mass density 2019 04 kg m Under the category Undrained Wet mass density 2019 04 kg m strength change the clay s minimum E Dry weight density 19 8 KN n d d h k Wet weight density 19 8 kN r undrained strength to 75 kPa Enter I Drained strength 350 kPa in the box labelled Angle of shearing resist 30 Undrained strength increase and 35 a Cohesion ons Critical state m into the box labelled Undrained Hi strength increases over distance i e Undrained strength Minimum undrained stre 5 kPa the thickness of the clay layer This Tepe results in a strength gradient of 10 E Maximum undrained stn 425 kPa kP a m Depth of minimum undr Om Undrained strength incr E H Depth of maximum undi m Under the category Undrained Strain at 50 undrainec Not specified
55. hen the Wizard appears increase the number of layers to 2 1 How many layers do you want to create i Click Next to display the next page 34 Geocentrix Repute 2 Quick Start Guide Change Layer 1 s thickness to 8 m and its soil type to Clay Change the thickness of Layer 2 to 5 m but leave its soil type as Sand 2 Please specify the thickness and soil type of each layer _ tayer Thickness Soil type E 1 8m Clay z e 2 Sand mapa S pada Click Next to display the next page Change the Weight density unit weight of Soil 1 to 18 5 kN m but leave its other properties unchanged Change the Angle of shearing of Soil 2 to 36 but leave its other properties unchanged 3 Please enter the drained properties of each soil 1 SaiL__Tioe Weight density Angle of shearing Clay 18 5 kN m 25 0 kPa E 2 Sand 20 kN m 36 0 kPa Click Next to display the next page Change the Strength of Soil 1 to 45 kPa Leave all other properties unchanged Note that Soil 2 does not appear on this page since it is a sand and so does not have undrained properties 4 Please enter the undrained properties of each cohesive soil _ Soil Type Strength Increase Distance Clay 45 kPa 0 kPa im K pg ga Pas Click Next to display the next page Place a tick in the checkbox for Stage 1 Click Next to display the final page If you wish to review any of the settings you have made cl
56. ick Back to return to the relevant page Otherwise click Finish to generate the borehole The Borehole Wizard then Creates Soils 1 2 Layers 1 2 and Borehole 1 Links Soil 1 to Layer 1 Links Soil 2 to Layer 2 Adds Layers 1 2 to Borehole 1 A copy of this step can be found at Projects Tutorial 3 Step 2 rpx Tutorial 3 Single pile design to Eurocode 7 35 Step 3 add a water table In Step 3 you will add a water table to the scenario 1 ay ae A ee ee mida i eases ye a Open the Stockyard gt Home Insert Scenario Build Wizards Te Geotechnical Constituents panel by selecting the Insert re P Te a Structural Gei Element Stoc tab on Repute s ribbon and eee ee ee then clicking on the Geotechnical Constituents button The Geotechnical Constituents panel will open in the Stockyard Hold the Ctrl key down and click on the item labelled Ground Water Table The newly created water table will appear in the Project Manager under Geotechnical Constituents In the Property Inspector change the Depth under Dimensions of Water Table 1 to 1 m In the Project Manager select Stage 1 under Scenarios In the Property Inspector place a tick next to Water Table 1 under Geotechnical Constituents and press Enter to add the water table to this scenario The Drawing Board will refresh In this step you have Created Water Table 1 Added Water Table 1 to Stage 1
57. ion Shrinkage depth E Ready Reckoner Plasticity index 2 In the Property Inspector change the Name of the new algorithm to Length in made ground and its Shrinkage depth to 1 4m The Algorithm Option will automatically change to Custom shrinkage This tells the calculation to ignore the top 1 4m of the pile shaft when calculating skin friction A copy of this step can be found at Projects Tutorial 2 Step 5 rpx Tutorial 2 Fleming s hyperbolic analysis 27 Step 6 create the scenario and calculation In Step 6 you will create the scenario and calculation and link various items together 1 Open the Scenarios group in the General Stockyard and create a Construction Type Construction Stage Stage ee rae Stage Notes Situation 2 In the Property Inspector tick the following items so that they appear in this Geotechnical Constiteats Clay Layer scenario Wembley Borehole Pile 1 Wembley Borehole Structural Elements Horizontal Ground and Force 1 As you Geometrical Objects do so the items will appear on the Drawing Board Make sure you press Enter after ticking the last of these items for it to appear Finally change the scenario s Situation to Transient Horizontal Ground B Actions Force 1 Links ory im TEE L LR 3 Open the Calculat
58. ion Delta in sand 8 Repeat the previous instruction for the Gating Capaciy Fagio Nain sand other four algorithms that you have ias Reha kida created the only link that should not be Shrinkage No skin friction set is Beta which is not used in this Undrained resistance 2 i example Minimum no of nodes Maximum node spacing Im e Ignore pile self weight 9 Also tick the Undrained resistance option ea ee tice ty to ensure that the calculation is based on eas aih A a anang total stresses in the clay A copy of this step can be found at Projects Tutorial 3 Step 7 rpx Tutorial 3 Single pile design to Eurocode 7 41 Step 8 perform and review the calculations In Step 8 you will perform the calculation and review the results 1 Run the calculation by selecting the ry g D Software Deve lajf Build tab on Repute s ribbon and N oud Dele then clicking on the Run Stage 1 m s gt 4 button lt gt EA lt gt E Schedule Validate n Re run Sche s 2 Repute will perform the specified a ae Sh a calculation and then change to its Check Desktop which displays the Workbook and Graph Paper Your screen will now look something like nal Pe Ei iegiams Files Weecenil rie iepenie Proper ta Titer bel Steg Fagor Rapes Fi marprha Edition Dahu Buide ae ae a Wi ee ee za 1k Bilas amp tif Eme a pl gl A kal LJ fe P He oea ia x iin Soe eee Dina paii Gia Ups pee can F
59. ions and review the results In Step 7 you will produce a report summarising the results of the calculations In Step 8 you will close and optionally save the project If Repute is not already running double click on the Repute icon on Windows Desktop to start the program Once the splash screen has disappeared Repute displays its Welcome page 10 Geocentrix Repute 2 Quick Start Guide If you have an existing project open click Close i 2 i on the program s Application menu You will Bg orto Sa mep d be prompted to save your work if you have not already done so EE o aoa To display the Application menu click on the steps program s Application button which is located A sxx eal in the top left hand corner of Repute s user germ Tunnel i 9 Tiwi 5 interface it contains the program s icon in a m circle a cence Registration Gf Meret irl ari ra crite C ered AP sundaes cit Ril Bbm hemi erate archer int Step 1 create the project ga Program Options Et In Step 1 you will use the Project Wizard to enter project information select a design standard and create scenarios to represent short and long term conditions 1 Open the Project Wizard by edy aiena sel ecting the Wizards tab on Home Insert Scenario Build Wizards Repute s ribbon and then clicking on the Project Wizard button 2 When the Wizard appears type Tutorial 1 in the Project name box Choose the folder
60. ions group in the Stockyard so that you can create a Fleming Analysis 4 In the Property Inspector set the Construction Stage to Stage 1 and the Shrinkage to Length in made ground 5 Enter the following values for the Tr calculation s other properties Ultimate Construction Stage Stage 1 a Design Standard shaft load Us 1994 kN Ultimate base Shinkage load Ub 1002 kN Base stiffness Eb 9 Pption Undrained resistance 33 125 MPa Shaft flexibility Ms 0 17 5 Input data Ultimate shaft load Us inks X and Effective column length Ke 0 45 E Ultimate base load Ub i Base stiffness Eb These values are taken directly from A e Fleming s paper Effective column lengtk Number of steps Maximum settlement rat lg tats aaah y n T Fg saison 6 Finally set the Maximum settlement ratio to 1 This controls how much of the load vs displacement curve is generated You want to go up to about 8 mm displacement which is 1 of the pile diameter A copy of this step can be found at Projects Tutorial 2 Step 6 rpx Step 7 perform and review the calculation In Step 7 you will perform the calculation and produce a report showing the relationship between load and displacement 28 Geocentrix Repute 2 Quick Start Guide Run the calculation by selecting the Fl _ COD Software Developmep Build tab on Repute s ribbon and then c
61. irst Page Previous Page Next Page and Last Page You can jump to specific pages by clicking on the thumbnails on the left hand side of the Reporter 5 You can also re size the report using the Fit Width Fit Height Zoom In and Zoom Out controls 6 You can choose what to include in your report by selecting or deselecting individual items in the Report Elements group then clicking the Refresh button q Seve Gre e Report Elements 7 You can edit the report s layout using the Modify EA command this is only available in the Enterprise Edition of the program lt Modify Print 4 8 Finally you can output the report onto paper using the Print command and choosing from the options provided in the dialog box that appears on your screen You cannot print the project in the Trial Edition of Repute Tutorial 1 H pile in clay and sand 21 gf HP Later et 4209 PCL D Gumet page C Pipi Enia pige numbers Welja pbg ranges seperated by commas For grangie 13 512 hae Print fan ae Order Daet 1 9 Pupki Daf iak Step 8 close the project In Step 8 you will close and optionally save the project 1 Display the program s Application Menu by clicking on Repute s Application Button 2 When the menu appears close the project by clicking on the Close command 3 If you have made changes to the project since it was last saved Repute will ask you
62. ject 67 What next 67 Table of contents TUTORIAL 6 ASYMMETRIC PILE GROUP UNDER 3D LOADING ccecccccccccccceee Overview Step 1 open and modify an existing project Step 2 specify a new pile group Step 3 move the piles to their final positions Step 4 modify the loads Step 6 close the project What next 6 Geocentrix Repute 2 Quick Start Guide INTRODUCING REPUTE 2 Repute 2 provides a rich set of capabilities for engineers to design analyse o various types of single pile using current and historical design standards such as Eurocode 7 and BS 8004 pile groups under generalized 3 dimensional loading using linear of non linear soil models Repute considers single pile response using a variety of calculation methods for ultimate and serviceability limit states Both traditional lumped factors of safety and modern partial factors can be applied in these calculations Repute considers pile group behaviour using the boundary element method employing the leading analytical program PGroupN developed by and included under exclusive licence from Geomarc PGroupN provides a complete 3D non linear boundary element solution of the soil continuum which overcomes limitations of traditional interaction factor methods and gives more realistic predictions of deformations and the load distribution between piles What s new in Repute 2 New geotechnical capabilities o Verification of vertical load bearing capacity of sing
63. l specify precise details of how you want the calculation to be performed These choices correspond to the decisions made by Bond and Harris 2008 1 Open the Stockyard s Algorithms group projects Tutorial 3 Step si by selecting the Insert tab on Repute s Drawing Board ribbon and then clicking on the N i d Eem A Bf wm Scenario Algorithm button i gori utton Nes lgorithn Z Standard 2 Hold the CTRL key down and click on Shrinkage in the Stockyard Then in the Property Inspector change the Name of the new algorithm to No skin friction and enter Ignore skin friction above water table in its Notes field Change the value of the Shrinkage depth to 1 0 m whereupon the Algorithm Option will automatically change to Custom shrinkage 40 Geocentrix Repute 2 Quick Start Guide 3 Hold the CTRL key down and click on Bo Property Inspector Alpha in the Stockyard Change the 5 Genera ans Name of the new algorithm to Alpha in Type Alpha clay and enter From US Army Corps of ae ae Engineers in its Notes field Change the Notes From US Amy Corps of Ei value of Alpha to 0 8 whereupon the sone Option will automatically change to ae A Custom alpha S Ready Reckoner N T T 4 Hold the CTRL key down and click on Lateral earth pressure coefficient in the Stockyard Change the Name of the new algorithm to Ks in sand and ent
64. le piles e Calculation of vertical settlement of single pile e Estimation of load settlement characteristics e Full support for design to Eurocode 7 and traditional working stress design standards o Pile group analysis extended to include response to torque e Wide range of algorithms allow customization of pre defined calculations New user interface features New Re x Design Studio with a rich interface for both the simplest and most complicated of tasks e Drawing Board provides plan elevation and cross section views of your project o Property Inspector allows live editing of any object in the project Introducing Repute 2 7 o Project Manager allows quick access to individual components of the project o Stockyard contains over 100 predefined items for use in your project o Wide selection of wizards to guide you through commonly performed procedures o Workbook provides a spreadsheet like display of all results Graph Paper gives a highly customizable visual display of results o Message Board records program activities and displays warning and error messages as appropriate Reporting e Greatly improved reporting capabilities o Individual reports may be fully customized in some editions of the program Plus a completely revised and updated Online Help and new Quick start Guide Documentation Repute 2 is supplied with a detailed Quick start Guide comprehensive User Manual and authoritative Reference Manu
65. les Geocentrix Repute 2 H 4 You can change the graph Home Insert Scenario Build Wizards Tools View z that appears on the screen PP 7 Load vs displacement Geya denth Mx vs depth Pel MM OO by selecting the Graph Fyvsdepth My vsdepth Wa Pal a zr hin pl ions Ow ow Paper tab on Repute s aiii Fz vs depth Me vs depth i Te Graph Lines Graph Settings ribbon and clicking on the any of the available graphs that are listed there 5 For example if you click on the Mx vs depth button the graph will change to look something like this Eterra Calculation 1 Bending moments on pies vs depth Moment kNen 4a ixo 10 00 BD 400 x0 20 0 p i p m p me et D ee 0 et 0 ee Sm ee p e D cee 0 ee 1 NN ee Oe tf ee 14 6 You can change the appearance of the graph by experimenting with the extensive set of controls provided via its Options box To display the Tutorial 6 Asymmetric pile group under 3D loading 77 Graph Options box click on the Options button on the graph paper tab Click on the help button to find instructions for using this box to customize your graph Graph Options gi Step 6 close the project In Step 6 you will close and optionally save the project 1 Display the program s Application Menu by clicking on Repute s Application Button and click Close 2 If you have made changes to the project since it was last saved Repute will ask yo
66. licking on the button labelled Run Stage 1 Home Insert Scenario Build Regi TAISE SE Schedule Validate Re run Schedule All Stage 1 Stage 1 Stage 1 Build Current Scenario Repute performs all the calculations that are linked to Stage 1 and then changes to its Checking Desktop which displays the Workbook and Graph Paper Your screen will now look something like this ia aAA B D eas fines Drep bas parr red EOG e ki in jer a eda Tap ipe pent 2 Levine poten deen Prb eiid a Bme Fas Mij rA lm mph be ii gt a 2 EA ra a amp fetis Syidae edie hki Bor Bgry ap Mmi Tel Taar rar See a a is hal Orei brae Hk OF PRO eye Cask Satie Banis Frp Sira iH l ik Caleulation 1 Load we digplacesment Force kM EE Gt 1 000 88004 Rm DH MH mt mm A aM a a 1 1 a 1 al a 4 o m a Displacmeent mm The Graph Paper centre displays a graph which is almost identical to Figure 6 in Fleming s paper showing e Base load vs displacement in blue o Shaft load vs displacement in pink e Total load vs displacement in green You can view the data on which this graph is based in the Workbook left Tutorial 2 Fleming s hyperbolic analysis 29 Step 8 close the project In Step 8 you will close and optionally save the project 1 Display the program s Application Menu by clicking on Repute s Application Button and
67. mation regarding Repute that is not found in any of these documents Help appears in a separate window to Repute allowing you to view the help topics while you continue to work with Repute itself To open the help system e Press F1 e Click the Help button in any dialog box o Click on the Help button on the right hand side of Repute s Ribbon Software Re Assurance Software Re Assurance which includes maintenance updates version upgrades and technical support for Repute is available direct from Geocentrix or through your local distributor To obtain Re Assurance please contact Geocentrix as follows Repute Technical Support Voice 44 0 1737 373963 Geocentrix Ltd Fax 44 0 1737 373980 Scenic House 54 Wilmot Way E mail support geocentrix co uk Banstead Surrey Web www geocentrix co uk support SM7 2PY United Kingdom Please be at your computer and have Please quote your licence number on your licence number ready when you all correspondence call Maintenance updates are available free of charge from the Geocentrix website Notes The screenshots in this guide were produced on Windows XP Your screen may differ depending on the version of Windows on which you run Repute Not all options are available in every edition of Repute In this guide Projects refers to the folder where your Repute projects are saved typically C Program Files Geocentrix Repute 2 Projects Tutorial 1 H pile in clay and sand
68. mbination 1 to Stage 1 A copy of this step can be found at Projects Tutorial 3 Step 5 rpx Step 6 create the calculation In Step 6 you will use the Calculation Wizard to create a calculation and specify the design standard to use in that calculation 1 Open the Calculation Wizard by selecting the Wizards tab on Repute s ribbon and then clicking on the Calculation Wizard button 2 When the Wizard appears select Longitudinal ULS The calculations that appear here depend on which edition of Repute you are running The Enterprise Edition provides more calculations than the Standard and Professional editions r ar e a r pet s Flermning s Hypertonic Aurfsis i A aie LR angp labia apieinen T ee i awn W Click Next to display the next page 4 Select EC7 with Irish National Annex Tutorial 3 Single pile design to Eurocode 7 39 2 Select the design standard to apply k None Ec with UK National 4nnex Ec with Irish National Annex 5 Click Next to display the next page 6 Place a tick in the checkbox next to Stage 1 7 Click Next to display the final page and then Finish to generate the first calculation The Calculation Wizard then e Creates Calculation 1 Links Stage 1 to Calculation 1 e Links EC7 with Irish National Annex to Calculation 1 A copy of this step can be found at Projects Tutorial 3 Step 6 rpx Step 7 customize the calculation In Step 7 you wil
69. ments 20 Lastly select Stage 1 under Notes Scenarios in the Project Manager maa and tick Pile Group 1 in the Property Inspector to add the pile group to the scenario Dimensions X position Om ve i In this step you have e Created Concrete 1 Pile 1 and Pile Group 1 o Linked Pile 1 to Concrete 1 e Duplicated Pile 1 as Pile 2 and changed its location Duplicated Pile 2 as Pile 3 and changed its location e Duplicated Pile 3 as Pile 4 and changed its location o Added Piles 1 4 to Pile Group 1 o Adds Pile Group 1 to Stage 1 The Drawing Board will now look something like this Fa Drawing Board 1 500 i 0 gh W r 4 A copy of this step can be found at Projects Tutorial 4 Step 2 rpx 62 Geocentrix Repute 2 Quick Start Guide Step 3 create the soil In Step 3 you will create a stiff clay and specify its properties 1 Open the Stockyard s Materials group by moga x selecting the Insert tab on Repute s ribbon and _ clicking on the Material button Pwd E 9 R When the Stockyard appears click on the item Project Materjal Section labelled Clay and keep the left mouse button miomaton TS f pressed Drag the cursor away from the Stockyard towards the Project Manager The cursor will change to signal you are dragging Finally release the left mouse button when the cursor is located over the Project Manager to drop t
70. n Tutorial 5 The piles will be installed on an irregular grid shown below The spacing between adjacent rows is 3m in the X direction and 1 5m in the Y 7 3 10 6 13 2 9g 15 5 12 1 8 14 4 11 o Each pile is 20m long 1m in diameter and has a Young s modulus of 30 GPa both axially and laterally e You are interested in the displacements and rotation of the pile cap under a combined vertical load of 50MN horizontal loads of 10MN in the X direction and 7MN in the Y direction and moments of 5MNm in the XZ plane and 3MNm in the YZ plane The vertical load will be applied on the pile cap at the location of Pile 9 This tutorial is written for users of the Professional Enterprise and Trial Editions of Repute 2 only Users of the Standard Edition should look at Tutorials 1 3 Tutorial 6 Asymmetric pile group under 3D loading 69 Overview o In Step 1 you will open and modify an existing project o In Step 2 you will delete the old pile group and then specify a new group e In Step 3 you will move the piles to their final asymmetric positions In Step 4 you will modify the actions on the pile group e In Step 5 you will perform the calculations and review the results o In Step 6 you will close and optionally save the project If Repute is not already running double click on the Repute icon on Windows Desktop to start the program Once the splash screen has disappeared Repute displays its Welcome page
71. n stages Stas bongevity g 1 Transient N aat aT OY ee S r a Tutorial 3 Single pile design to Eurocode 7 33 Click Next to display the final page If you wish to review any of the settings you have made click Back to return to the relevant page Otherwise click Finish to generate the project The Project Wizard then Creates Site 1 Ground 1 Design Standards 1 2 and Stage 1 Adds Ground 1 to Stage 1 Creates a new project named Tutorial 3 rpx with all of these items in it Finally you will rename the design standards to make it easier to identify them later 11 12 Locate Design Standard 1 under Design Standards in the Project Manager right click on it and select Rename In the box that appears enter EC7 with UK National Annex and click OK Repeat the instructions given above for Design Standard 2 renaming it EC7 with Irish National Annex A copy of this step can be found at Projects Tutorial 3 Step 1 rpx Step 2 create the borehole In Step 2 you will use the Borehole Wizard to create a borehole containing the clay and sand layers 1 in OT pr ry o myey r ne es 4 af Open the Borehole toi Wizard by selecting the Home Insert Scenario Build Wizards Wizards tab on 5 A R 4 Repute s ribbon and l Pile group Action Calculation Jg then clicking on the Niza abe Wy a Wizard wizard Wizard Borehole Wizard Wizards button W
72. ness amp v Poisson s ratio E f 3 E Young s modulus 3 Display the Young s modulus Units dE dz change in Y TRY control by clicking on the button to E dE Young s modulu 0 MPa the left of the E Young s modulus a T label Change the units from kPa to Gh horizontal st 6 67 MPa MPa if not already selected Then type 40 into the E Young s modulus editor and press enter The G shear modulus editor will automatically dGh dz change O MN rr Eh horizontal Yc 20 MPa dEh dz change O MN rr ctr H m Tutorial 4 pile group in clay and sand change to show 13 33 MPa 51 4 Under the Horizontal category type 0 5 into the Anisotropy editor and press enter The corresponding Eh Young s modulus editor within that category will automatically change to show 20 MPa i e 40 MPa x 0 5 The Gh shear modulus editor will also change to show 6 67 MPa i e 13 33 MPa x 0 5 5 Next select Soil 2 in the Project Manager The Property Inspector will change to display its properties 6 In the Property Inspector click on the Sj scane g heading Large strain stiffness or the G Large strain stiffness 20 reference depth Om button located to the left of it RENE ene located under the Drained stiffness dG dz change inst 285 MN e category The inspector will expand to pane naeee J show various controls for setting the F a soil s drained stiffness 4
73. nge the number of pile rows to m 5 by l n 3 The picture on the left hand side of the Wizard will change to show you a generic rectangular pile arrangement Action Calculation Wizard Wizard Wizards 9 Change the Spacing between the piles to 3m but leave the Cover at its default value 200mm 10 Click Next to display the next page 11 Choose Bored pile as the pile type change the Section Diameter to 1050mm and select C20 25 as the Concrete grade to be used By default this concrete has Young s modulus of 30 GPa 2 Select the pile type and enter its key properties Choose the pile type o Bored Pile Augered Pile H Pile Select the key section properties Section Diameter 1050 X Concretes a OT N OON aa 12 Click Next to display the next page 13 Change the Embedded length L to 20m but leave the Upstand U as Om 72 Geocentrix Repute 2 Quick Start Guide 3 Enter the pile length and rake Ll Embedded length U mI Upstand U E j ow gan _ rr dent on a 14 Click Next to display the next page 15 Change the X position dX of the pile group s centroid to 6m its Y position dY to 3m but leave its Rotation d9 as 0 This will position most of the piles in the group close to their desired positions 4 Enter the location and rotation of the group centroid HEF X position dx Mel Y position dy 3l T he H
74. nterprise Edition provides more calculations than the Standard and Professional editions 1 Select the calculations you want to create _ Flerming s Hyperbolic Analysis BA ee aman Naha gd Click Next to display the next page Since there are no standards to select from click Next to display the next page 54 The Calculation Wizard does the following Geocentrix Repute 2 Quick Start Guide Select Stage 1 to link the boundary element analysis to that scenario Click Next to display the last page If you wish to review any of the settings you have made click Back to return to the relevant page Otherwise click Finish to generate the calculation Aes te fe a ee See oe fort four be n ad Cape reU e Undrained resistance Finally select Calculation 1 in the Project Manager and then edit its Automatic precision v properties in the Property Inspector Mesh granularity Fine granularity Change the Stress strain model to Nembe ol seme pa ae 7 Jegress of freedom 40 X Linear elastic where upon the Non aes 2000 Produce text output Layer averaging linear options will disappear Poulos Yamashita pocececcccsesesccecesesecececeeocoesecesesocecccceecesecoeseseseseesoe PGN input data PPE Er Creates Calculation 1 Links Calculation 1 to Stage 1 A copy of this step can be found at Projects Tutorial 4 Step 6 rpx Step 7 per
75. o be performed o In Step 8 you will perform the calculations and review the results o In Step 9 you will create a second calculation identical to the first but based on the UK National Annex to Eurocode 7 In Step 10 you will close and optionally save the project If Repute is not already running double click on the Repute icon on Windows Desktop to start the program Once the splash screen has disappeared Repute displays its Welcome page If you have an existing project open click Close amp Application on the program s Application menu You will button Snas be prompted to save your work if you have not L Titer F Tutorial 4 already done so eo sew g Marmita Neurck ened deft To display the Application menu click on the td Eerma APrundraned oft e e A 6 Merwttedl Weundained deft program s Application button which is located A 7 SR SRP in the top left hand corner of Repute s user 2Y B Meemetteal AAW interface it contain s the program s icon in a circle al kence Regestr ation Step 1 create the project Toe T In Step 1 you will use the Project Wizard to enter project information select design standards and create a scenario to represent short term conditions oO fe fs P Tar ve fl eo Seem ee 1 Open the Project Wizard paed re ee ree Home Insert Scenario Build Wizards J by selecting the Wizards tab on Repute s ribbon and then clicking on the
76. odpiri a 4 Xceed binii a Sa Pa biie Paa f ewes Soe rre Resistance ve cep Resistance KN ke vr oe iy hii os 13 FE i 33 a af M 5 E i Pa i 5 E r amp a ewe e E EJ m aa e a EES FTAA Tebon Lorrain 3 The Graph Paper top right panel shows the Effect of the action E equal to the sum of the applied forces and the self weight of the pile increasing with depth e separate components of Base resistance R and Shaft resistance R also increasing with depth e Compressive resistance R R R exceeding the effect of actions E lt R ata depth between 11 and 12 m 4 The Workbook top left panel shows the same information but in tabular format The Workbook contains a lot more information than is 42 Geocentrix Repute 2 Quick Start Guide initially shown To display this additional information click on the button in the top left hand corner labelled and select the data you want to see The picture here show results for the depth 10 m wed Bod Fed M EN H 5 The results calculated by Repute differ from those given in the book by Bond and Harris 2008 where a model factor on resistance of 1 5 was used following the draft Irish National Annex Instead Repute uses the value 1 75 that appears in the final version of the Irish National Annex Limit state You can check this by selecting the View tab on Repute s ribbon and
77. roject named Tutorial 4 rpx with all of these items in it A copy of this step can be found at Projects Tutorial 4 Step 1 rpx Step 2 create the pile group In Step 2 you will use the Pile Group Wizard to create a 2 x 2 pile group and specify the piles properties 1 6 Open the Pile Group C a A cine a li aik Am Wizard by selecting Home Insert Scenario Build Wizards 4 the Wizards tab on Repute s A ribbon and clicking on sii e e Project Borehole ile Group ction Calculation the Pile Group Wizard sad Wiad 4 gg Ston ceuk d button Wizards When the Wizard appears choose the Predefined plan arrangement and change the Total number of piles to 4 The picture on the left hand side of the Wizard will change to show ra 3 a you the default 2 x 2 pile arrangement k ij 3 3 4 Change the Spacing between the piles to 3m but leave S E a the Cover at its default value 200mm een Click Next to display the next page Choose Bored pile as the pile type change the Section Diameter to 1050mm and select C20 25 as the Concrete grade to be used By default this concrete has Young s modulus of 30 GPa 2 Select the pile type and enter its key properties Choose the pile type Bored Pile Augered Pile H Pile Select the key section properties Section Diameter 1050 Concretes C20 25 a rn af a Click Next to display the next page Change the Embedded length
78. rties of each soil _ Soil Type Weight density Angle of shearing 2 Clay 20 5 kN m 23 0 kPa g 2 Sand 18 kN m 35 0 kPa p gt A gt i om i eny ni aabante t tanh j A Click Next to display the next page Change the Strength of Soil 1 to 60 kPa Leave all other properties unchanged Note that Soil 2 does not appear on this page since it is a sand and so does not have undrained properties 4 Please enter the undrained properties of each cohesive soil _ Soil Type Strength u Clay 60 kPa 0 kPa im E naa D OF a od Click Next to display the next page Click All to select both scenarios 5 Selesi the senarios on ol Click Next to display the final page v Stagi l If you wish to review any of the settings you have made click Back to return to the relevant page Otherwise click Finish to generate the borehole reas ee tee hy Oy Ln None Creates Soils 1 2 Layers 1 2 and Borehole 1 Links Soil 1 to Layer 1 Links Soil 2 to Layer 2 Adds Layers 1 2 to Borehole 1 A copy of this step can be found at Projects Tutorial 1 Step 2 rpx 14 Geocentrix Repute 2 Quick Start Guide Step 3 create the pile In Step 3 you will create an H pile and specify its cross section and steel grade 1 Open the TAN z 3 ahs D nes Stockyar d Home Insert Scenario Build Wizards Tools View DrawingBoard by selecting ieia 7 p the View Welcome
79. s you how to set up a non linear boundary element analysis of a pile group in stiff clay overlying rock You cannot print the project in the Trial Edition of Repute You cannot save the project in the Trial Edition of Repute Tutorial 5 Non linear analysis of pile group in stiff clay overlying rock 57 TUTORIAL 5 NON LINEAR ANALYSIS OF PILE GROUP IN STIFF CLAY OVERLYING ROCK This tutorial demonstrates non linear boundary element analysis of a pile group It shows you how to e Specify a non linear analysis Introduce a rigid layer into the calculations Produce a load displacement graph for the pile cap o Print the results of your calculations The worked example involves the analysis of a group of 4 piles installed in stiff clay overlying rock o The ground conditions at the site comprise 35m of stiff clay Young s modulus 75 10z MPa vertically and half that horizontally where z is the depth below the top of the layer Poisson s ratio 0 5 overlying a rigid layer of rock A non linear soil model will be used for the clay which has a unit weight of 19 8 kN m undrained strength of 75 10z kPa and adhesion factor of 0 5 The water table is at the ground surface e The piles will be installed on a 2 x 2 grid at 3m spacing centre to centre along the edge of the grid Each pile is 20m long 1m in diameter with a free standing length of 0 5m and Young s modulus of 30 GPa both axially and laterally This is
80. spector tick Combination 1 and press Enter The combination of actions will appear on the Drawing Board above the pile group Tutorial 5 Non linear analysis of pile group in stiff clay overlying rock In this Step you have e Created Force 1 Moment 1 and Combination 1 e Added Force 1 and Moment 1 to Combination 1 e Added Combination 1 to Stage 1 65 A copy of this step can be found at Projects Tutorial 5 Step 5 rpx Step 6 create the calculation In Step 6 you will create the calculation you want Repute to perform 1 In the Stockyard open the _rachacan nt a Calculations group and then create a chins Caleulations Boundary Element Analysis by Ca il Ge dragging and dropping this item from a the Stockyard to the Project Manager en 2 Select Calculation 1 in the Project Manager and then in the Property f as e is ensag Hypa Anaitit a Gegechrena Conthhenty A Urrate Lira State MATE deiari Inspector select Stage 1 under Links m smm gt EF a gt Construction Stage In this Step you have e Created Calculation 1 o Linked Stage 1 to Calculation 1 A copy of this step can be found at Projects Tutorial 5 Step 6 rpx Step 7 perform and review the calculation In Step 7 you will perform the calculation 1 Run the calculation by selecting the g D Software Develoj Build tab on Repute s ribbon and Home Insert Scenario Buld a clicking on the Run Stag
81. the results by navigating to this folder using Windows Explorer and opening the file in Excel The results should look like the image below Tutorial 5 Non linear analysis of pile group in stiff clay overlying rock 67 Step 9 close the project In Step 9 you will close and optionally save the project 1 Display the program s Application Menu by clicking on Repute s Application Button and click Close 2 If you have made changes to the project since it was last saved Repute will ask you if you want to save it before proceeding Answer Yes or No by clicking the appropriate button 3 Repute will then if requested save and close the project A copy of this project can be found at Projects Tutorial 5 Tutorial 5 rpx What next Tutorial 6 looks at the more complicated case of an asymmetric pile group under 3 dimensional loading You cannot save the project in the Trial Edition of Repute 68 Geocentrix Repute 2 Quick Start Guide TUTORIAL 6 ASYMMETRIC PILE GROUP UNDER 3D LOADING Tutorial 6 considers a more complicated project that of an asymmetric pile group under general 3 dimensional loading This tutorial shows you how to e Modify an existing project e Change the location of individual piles within a pile group Specify 3D loading The worked example involves the analysis of a group of 15 piles installed in stiff clay overlying dense sand e The ground conditions at the site are identical to those i
82. to Stages 1 and 2 The Drawing Board will now look something like this cell ey er a A copy of this step can be found at Projects Tutorial 1 Step 3 rpx 16 Geocentrix Repute 2 Quick Start Guide Step 4 create the force In Step 4 you will create the force applied to the pile 1 Open the Ral ge D Software Development CB2007 Bin Debug Proj Stockyard s a Actions panel by selecting the us 7 wa la amp N l nse rt ta b on Project Material Section Geotechnical Structural Geometrical Information Constituent Element Object Repute s ribbon Stockyard and then clicking on the Action button Home Insert Scenario Build Reports wizards Tools vi Desi Sta 2 The Actions group will open in the Stockyard Fz Combination of Actions see p Moment 3 Hold the Ctrl key down and click on the item labelled Force 4 The newly created force will appear in the Project Manager under Actions eee mee E a 5 In the Property Inspector change the t res iiaa Variability of Force 1 under General to 552 Pemanen Permanent and the value for Fz under E X position Om Y position Om Action to 700 kN and press Enter The PE ae Resultant will automatically change to 700 ies Om kN Fx OkN H Fy a D 6 In the Project Manager select Stage 1 Ge peer TON under Scenarios N Links apn an 7 In the Property Inspector place a
83. ts Y position to 3m Again as you do this the combination s orientation and position will change automatically on the Drawing Board and the various components of action displayed in the Property Inspector will also change Tutorial 6 Asymmetric pile group under 3D loading 75 The Drawing Board will now look something like this with the pile group selected A copy of this step can be found at Projects Tutorial 6 Step 4 rpx Step 5 perform and review the calculation In Step 5 you will perform the calculation and review the results 1 Run the calculation by selecting the Build tab on Repute s ribbon and clicking on the Run Stage 1 button gt D Software Develogf AW a Home Insert Scenario Build oF gt amp 5 lt gt O Schedule alidate Run Re run Sched Stage 1 Stage 1 Stage 1 Stage 1 FA Build Current Scenario 2 Repute will perform all the calculations that are linked to Stage 1 in this case just Boundary Element Analysis 1 and then change its display to show its Checking Desktop which displays the Workbook and the Graph Paper You can switch to this display at any time by clicking on the Check button on the View tab of Repute s ribbon 3 Your screen will now look something like this 76 Geocentrix Repute 2 Quick Start Guide dA E Trepas see ee pa a i aa siap ig Bpa Tampin ee 7 amp O fa C Program Fi
84. u if you want to save it before proceeding Answer Yes or No by clicking the appropriate button 3 Repute will then if requested save and close the project A copy of this project can be found at Projects Tutorial 6 Tutorial 6 rpx What next Further information about the program s capabilities can be found in the Repute 2 User Manual and the program s built in help system Details of the theory that underpins the program s calculations can be found in the Repute 2 Reference Manual Further resources are available from the Geocentrix website www geocentrix co uk and by telephone for customers with Software Re Assurance You cannot save the project in the Trial Edition of Repute 78 Geocentrix Repute 2 Quick Start Guide
85. where you want to save this project by using the Path control If you do not change the setting here it will be saved in Repute s Projects folder 3 Enter H pile in clay and sand in the Description box 4 Enter 0001 in the Project ID box ti d _ i ee V am o Action Calculation j wizard Wizard Wizards Project Wizard 1 Enter the administrative detads for your project Project name Tutorsal 1 Path O Projects s Description H pfe in Clay and sand a 5 Click Next to display the next page The design standards that appear here depend on which edition of Repute you are running the Enterprise Edition supports more design standards than the Standard and Professional editions Tutorial 1 H pile in clay and sand 11 6 Select BS 8004 1986 by clicking on the relevant checkbox a tick mark appears next to a standard when it is selected 2 Select the design standards you want to use in this project WBS 8004 1986 BS EN 1997 1 2007 et ii F aa 7 Click Next to display the next page 8 Increase the number of construction stages to 2 9 In the table change the longevity of Stage 1 to Transient but leave Stage 2 as Persistent 3 Define the scenarios to create in this project No of construction stages 2 Stage Longevity x 1 Transient y m 2 Persistent e ww _ a O Soane ST i E aO a 10 Click Next to display the final page 11 If
86. will close and optionally save the project If Repute is not already running double click on the Repute icon on Windows Desktop to start the program Once the splash screen has disappeared Repute displays its Welcome page If you have an existing project open click Close on the program s Application menu You will be prompted to save your work if you have not already done so Step 1 create the project In Step 1 you will use the Project Wizard to enter project information and create a scenario to represent the design situation to be analysed 1 Le wi ete wt Open the Project Wizard edly by selecting the Wizards tab on Repute s ribbon and then clicking on the Project Wizard button When the Wizard appears type Tutorial 5 in the Project name box Choose the folder where you want to save this project by using the Path control If you do not change the setting here it will be saved in Repute s Projects folder pon d r lt a R E Home Insert Scenario Build Wizards ject Wizards Enter Pile group in stiff clay overlying rock in the Description box Enter 0005 in the Project ID box Tutorial 5 Non linear analysis of pile group in stiff clay overlying rock 59 5 Click Next to display the next page Since we are not going to use a design standard there is nothing to set on this page 6 Click Next to display the next page Since the longevity of Stage 1 is already set

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