INSTRUMENTATION PRACTICE FOR SLOPE MONITORING
Contents
1. They are an option for those sites that are too steep for a drill rig or if the project budget does not allow for drilling Tiltmeters also can be covered with a vandal proof enclosure and wires can be buried Electrolytic bubbles are used in tiltmeters and in place inclinometers An electrolytic bubble is similar to an ordinary bull s eye level Figure 2 The fluid in this level however is an electrical conductor which moves between three electrical nodes One node is located at the base ofthe vial B and two are located on the top A and C at an equal distance from Node B An electrical current is applied to the nodes and the resistance through the fluid is measured As the vial tilts clockwise the resistance between A and B increases and the resistance between B and C decreases The change inresistance can be measured and is directly proportionalto the angle of tilt Prices for tiltmeters and in place inclinometers range from US 400 to 1000 Extensometers Simple mechanical extensometers use a steel wireline firmly connected to a fixed location on the slope face on one end and to a track mounted weight located off the Kane and Beck 4 20 slide on the other end Movement of the slope pulls the weight along the graduated track The amount and rate of movement can then be measured manually They are very inexpensive but critical events can be missed if readings are not taken in a timely fashion These installation2. 98 C 13 Aug 98 D 28 Sep 98 E 3Nov 98 Der vz He e NAG Depth Feet Depth Feet 0 50 100 150 200 250 300 350 400 Relative Reflectance millirhos Relative Reflectance millirhos Figure 7 TDR cable signatures from Mussel Rock Landslide Kane and Beck 18 20 Depth Feat TT espe Miso We WE ate eae SE E 200 Ree Impedance Figure 8 TDR cable signatures from Mendocino County Instrumentation Enclosure gt 8 1C m Cable RN Electrolytic 4 Bubble Inclinometers 200 Figure 9 Schematic showing positions of electrolytic bubble inclinometers attached to coaxial cable Kane and Beck 19 20 California Highway 1 Grandpa s Elbow Landslide 20 20 40 60 80 Tale aae 572 te wener 100 120 Depth Feet 140 160 180 Legend 200 7 A 4 Apr 98 B 23 Jun 98 220 0 15 30 45 60 75 90 105 120 135 150 Relative Reflectance millirhos Figure 10 TDR cable signatures showing deformation which activated alarm circuit Kane and Beck 20 20
3. L and Etzold R 1999 The 1998 storm related events a response California Geology v 52 pp 4 12 Beck T J and Kane W F 1996 Current and potential uses of time domain reflectometry for geotechnical monitoring Proceedings 47th Highway Geology Symposium Cody WY Wyoming Department of Transportation p 94 103 CSI Campbell Scientific Inc 1991a CR10X measurement and control module operator s manual Revised 5 97 Campbell Scientific Inc Logan UT CSI Campbell Scientific Inc 1991b Campbell Scientific TDR soil moisture measurement system manual Revised 2 92 Campbell Scientific Inc Logan UT CSI Campbell Scientific Inc 1997 PC208W datalogger support software instruction Kane and Beck 12 20 manual Revision 5 97 Campbell Scientific Inc Logan UT CDMG California Divisionof Mines and Geology 1998 Landslide reports from various state offices between February 3 1998 and April 30 1998 California Division of Mines and Geology Web Page http www consrv ca gov dmg minerals 98landslide 24 htm Dunnicliff J 1993 Geotechnicalinstrumentation for monitoring field performance John Wiley amp Sons Inc New York 577 p Huang F C O Connor K M Yurchak D M and Dowding C H 1993 NUMOD and NUTSA software for interactive acquisition and analysis of time domain reflectometry measurements U S Bureau of Mines Information Circular 9346 42 p Kane W F and Beck T J
4. 1994 Development of a time domain reflectometry system to monitor landslide activity Proceedings 45th Highway Geology Symposium Portland OR pp 163 173 Kane W F and Beck T J 1996a Rapid slope monitoring Civil Engineering American Society of Civil Engineers New York v 66 pp 56 58 Kane W F and Beck T J 1996b An alternative monitoring system for unstable slopes Geotechnical News v 143 pp 24 26 Kane W F and Parkinson W A 1998 Remote landslide monitoring including time domain reflectometry Short Course Manual KANE GeoTech Inc Stockton CA Mikkelsen P E 1996 Field instrumentation in Turner A K and Schuster R L eds Landslides Investigationand Mitigation Transportation Research Board Special Report 247 National Academy Press Washington DC pp 278 316 O Connor K M and Dowding C H 1999 Geomeasurements by pulsing TDR cables and Kane and Beck 13 20 probes CRC Press Boca Raton FL 402 p SINCO Slope Indicator Company 1994 Applications guide Slope Indicator Company Bothell WA 2 Edition Tektronix 1994 1502B metallic time domain reflectometer operator manual Textronix Inc 070 6266 01 Redmond OR USGS United States Geological Society 1998 El Ni o and recent landslides United States Geological Survey Web Page http geohazards cr usgs gov elnino elninols html Wade L V and Conroy P J 1980 Rock mechanics study of a longwall p
5. Submitted for Publication in ENGINEERING GEOLOGY PRACTICE IN NORTHERN CALIFORNIA Association of Engineering Geologists INSTRUMENTATION PRACTICE FOR SLOPE MONITORING William F Kane President and Principal Engineer KANE GeoTech Inc P O Box 7526 Stockton CA 95267 0526 Timothy J Beck Associate Engineering Geologist California Department of Transportation Transportation Laboratory 5900 Folsom Boulevard P O Box 19128 0128 Sacramento CA 95819 ABSTRACT Remote monitoring of slope movement using electronic instrumentation can be an effective approach for many unstable or potentially unstable slopes Water levels can be observed using vibrating wire piezometers Movements and deformation can be determined with electrolytic bubble in place inclinometers and tiltmeters extensometers and time domain reflectometry TDR All of these instruments can be attached to a programmed on site datalogger The datalogger can collect readings at selected intervals and trigger an alarm orinitiate a telephone message or page if pre determined movementintervals are exceeded These systems are self contained using cellular telephone communications and batteries charged by solar panels Case studies in Central and Northern California illustrate the use and flexibility of this technology in monitoring slope stability problems INTRODUCTION Many options are available for monitoring unstable and potentially unstable slopes These range fr
6. ability of the wall A monitoring system consisting of a datalogger cell phone and phone dialer was installed The system monitored a tiltmeter attached to the wall and an extensometer The extensometer was attached to the wall at one end and anchored near the head scarp at the other similarto the diagram shownin Figure 3b The datalogger was programmed to monitor both instruments and determine if a threshold movement was reached If the threshold was exceeded the phone dialer immediately notified personnelby means of pagers The system also was automated to download data everyday to an office computer No significant movement of the wall has occurred to date State Highway 1 Monterey County California Numerous slides along California Highway 1 in San Luis Obispo and Monterey Counties closed portions of the road throughout the winter of 1998 Grandpa s Elbow Landslide in Monterey County was a reactivated an older landslide complex To protect motorists and clean up crews Caltrans instrumented the slide with four downhole in place electrolytic bubble inclinometers attached to a coaxial cable in a 200 ft borehole The inclinometers were positioned at depths of 150 ft 100 ft 50 ft and 10 ft Figure 9 Any movement of the slide changed the tilt of the inclinometers and triggered a warning by phone dialer and hard wire telephone line The system could also be monitored remotely by computer and modem Soonafter installation slight movem
7. anel Mining Engineering pp 1728 1734 Kane and Beck 14 20 m d But put Cable Tensicnead Wire Magnet c Coll Ficz up Diaphraqm Poraus Tip Water Presaure Figure 1 Schematic of vibrating wire piezometer Flec rrzl Moele Flectraktac Flee Figure 2 Schematic of electrolytic bubble See text for explanation Kane and Beck 15 20 Pid anne tal less Fess aise Tension Crack S Ana Mane Lat Sliding Joint Vat ayer Hal fannie Mex Resist ance Fatansomeater Figure 3a Figure 3b Figure 3 Schematic diagram Figure 3a of variable resistance potentiometer used in a slope to monitor movement Figure 3b Sliding contact moves within joint to change voltage output of extensometer as slope moves CABLE TESTER Figure 4 Deformed cable resulting in signature spike on cable tester screen Kane and Beck 16 20 California Highway 1 Mena ocino Mussel Foc Interstate 15 Figure 5 Location map showing case studies Kane and Beck 17 20 t 2 uu Pacific Ocean OE IT ss Carre amp E m Gre Conven Lave ab 11 Figure 6 Relative location of TDR boreholes in Mussel Rock Landslide San Mateo County San Mateo County Landslide San Mateo County Landslide TDR Cable B 18 TDR Cable B 15 Legend A 30 Jul 98 B 6 Aug 98 C 13 Aug 98 D 28 Sep 98 E 3 Nov 98 Legend A 30 Jul 98 B 6 Aug
8. d and toe of the slide as shown in Figure 7 Kane and Beck 9 20 Highway 1 Mendocino County A portion of California Highway 1 crosses a landslide complex approximately 200 m 650 ft wide just north of the town of Elk The depth to the failure plane was required to design the fix for this slide In November 1997 a TDR cable was grouted in a borehole drilled in the center of the southbound lane The cable was extended in a groove in the pavement off the shoulder ofthe road This allowed readings to be taken without stopping traffic This saved a significant amount of labor cost and increased worker safety The slide complex was activated as the winter rains infiltrated into the slide mass The cable deformed at a depth of 6 4 m 21 ft as shown in Figure 8 accurately locating the depth to the shear zone at the soil rockinterface A second cable was installed in the slide later that winter It failed to detect any movement indicating that the slide had stopped moving for the year Interstate 15 Riverside County California The California Department of Transportation Caltrans installed a monitoring system in over steepened slopes in a sand pit adjacent to Interstate 15 in Riverside County Two TDR cables 52 m 170 ft deep and two vibrating wire piezometers were installed between Interstate 15 and the pit A remote data collection system was also installed It included a datalogger piezometer signal conditioner a multiplexer connected t
9. e field or remotely by dataloggers and telemetry By combining instrumentation types a full array of stability parameters can be observed Computer software is available to quickly plot data allowing immediate assessment of slope conditions Criticalfacilities dams quarries highways housing developments etc adjacent to unstable slopes have created a need for monitoring systems which can provide immediate warning if movement occurs Advances intelecommunications and electronic instrumentation now make it possible to economically monitor slope movements remotely Many types of sensors and data transmission systems are available The case studies described in this paper are monitoring systems installed in Central and Northern California These systems used one or more of the following types of electronic sensors extensometers tiltmeters inclinometers and TDR Telemetry was by either cell phone or hard wire phone Power was provided by rechargeable lead acid batteries and solar panels INSTRUMENTATION FOR LANDSLIDE MONITORING The critical data that are required from a slope monitoring program are the water level s in Kane and Beck 2 20 the slope and the depth and rate of movement Water Levels The simplest method of monitoring water levels in a slope is to drill and case a borehole The water surface is located by dropping a measuring tape down the boring While useful for simple water table situations and where monitoring is r
10. ent ofthe inclinometers triggered the telephone dialer and personnel were paged TDR cable readings showed the development of a spike in the cable at a depth of 9 m 30 ft indicating movement Figure 10 Observation of tension cracks in the ground surface verified the fact thatsome movementhadtakenplace Because of the shallow nature of the movement and its locationrelative to the roadway there was no imminent danger and no action has been taken to date Kane and Beck 11 20 CONCLUSIONS Sensors including vibrating wire piezometers electrolytic bubble inclinometers and tiltmeters and TDR are available to monitor groundwater and ground movement for slope stability Advances in electronic technology coupled with economicalprices make remote monitoring cost effective and a powerful tool in slope stability work This instrumentation will provide much of the information necessary not only to monitor slopes but to obtain some of the necessary parameters for mitigation and remediation There are many manufacturers ofthe various instruments described inthis paper The authors do not specifically endorse any of these products Design philosophies and suitability to particular problems will dictate the appropriate method Readers are urged to investigate all opportunities before purchasing any instrumentation REFERENCES AGI Applied Geomechanics Inc 1997 TBASEII user s manual Applied Geomechanics Inc Santa Cruz CA Bedrossian T
11. ent reading location off the slope or away from a highway TDR readings can easily be automated Slope movement can be determined immediately during data collection rather than waiting until data is plotted on computer TDR does have some disadvantages as well 1 TDR cannot determine the actual amount of movement Relative amounts can Kane and Beck 5 20 be estimated 2 The direction of movement cannot be ascertained from a TDR signature The cable must be deformed before movement can be located Simple bending of the cable without damage will not indicate any movement 4 If water infiltrates a TDR cable it will change the cable s electrical properties and may make signatures difficult to interpret Coaxial cable costs from US 0 20 to 2 50 per foot Cable testers for reading cable signatures vary from about US 6000 for a used tester to about 10 000 for a new one The basic principle of TDR is similar to that of radar The cable tester sends an electrical pulse down a coaxial cable grouted in a borehole Figure 4 When the pulse encounters a breakor deformationinthe cable itis reflected The reflection shows as a spike in the cable signature The relative magnitude and rate of displacement and the location of the zone of deformation can be determined immediately and accurately The size of the spike increase correlates roughly with the magnitude of movement althoughthere is limited researchonexact correlations O Connor and Do
12. equired on an infrequent basis other methods may be more desirable These methods involve the use of more sophisticated instruments which may be mechanical or electrical Vibrating Wire Piezometers A vibrating wire piezometer Figure 1 works on the same principle as tuning a guitar or piano SINCO 1994 A steel wire is stretched over a distance Thewireis setto vibrating by plucking it with an electromagnetic field The natural frequency of the wire is a function of the tension in it By reducing or increasing tension in the wire the frequency becomes lower or higher The frequency of vibration can be sensed by the electromagnetic coil and is transmitted to a readout device One end of the sensing wire is attached to a diaphragm that can be deformed by water pressure entering through a porous tip An increase in water pressure from elevated piezometric levels reduces the tension in the wire by deforming the diaphragm inward The magnetic coil in the piezometer plucks the wire to vibrate it The wire is plucked using variable excitation frequencies and then allowed to return to its natural frequency The magnetic coil then acts as a sensor which is used to count the number of vibrations The output signal is then converted into units of pressure or head Two piezometers are required to make accurate groundwater measurements One should read atmospheric pressure and the other downhole pressure By subtracting the atmospheric from
13. etor use a commercially available program suchas TDRPlot Huang et al 1993 Kane and Parkinson 1998 Piezometer data is best viewed with a spreadsheet Electrolytic bubble tiltmeters and inclinometers used in the work described here were plotted using TBASEII AGI 1997 To program and communicate with the datalogger programs such as Campbell Scientific s PC208W were developed CSI 1997 The program allows the user to write code for datalogger control contact the remote station either automatically or manually monitor instrument readings and download data Security Another consideration is instrument security Weather and vandalism destroy equipment Kane and Beck 8 20 Weatherproofing the instrumentation can be done using a fiberglass enclosure thatis sealed to the elements These are available from instrument manufacturers at prices ranging from US 200 up to around 800 A protective enclosure often is necessary to prevent vandalism An enclosure can be as simple as a 2 ft 0 6 m corrugated metal pipe CMP with a steel plate lid However steel traffic signal control boxes costing about US 800 provide excellent protection INSTRUMENTATION CASE STUDIES The 1998 EI Ni o storms of January and February caused a large number of landslides in California CDMG 1998 USGS 1998 Bedrossian and Etzold 1999 Repair of these landslides required immediate actionin often hazardous conditions At some locations the relative ease a
14. n ports can be programmed to transmit voltages at certain times to turn on peripheral equipment such as cell phones or cable testers Other ports are wired to the sensors and are used to measure output voltages By far the greatest advantage in using electronic instrumentation is the fact that dataloggers can be programmed to perform different tasks automatically For example a threshold magnitude of sensor movement can be programmed into the datalogger If this threshold is exceeded thenthe datalogger cantrigger anaction suchas activating a siren and or flashing light alarm In most cases this action is a phone call using an automatic telephone dialer These dialers are commonly used for home security systems They are readily available and cost around US 400 They canbe programmed to deliver a recorded message or page to multiple telephone numbers Multiplexer A multiplexer allows many sensors to be attached to a single datalogger A single multiplexer can have as many as sixteen instruments attached to it and multiplexers can be wired to one another for a theoretically unlimited number of instrument hook ups The multiplexer is wired to a single set of ports on the datalogger A set of contacts in the multiplexer switches between each sensor attached to it The data is collected sequentially by the logger Multiplexers can be multiplexed to each other creating the ability to read a large array of instruments Multiplexers can be purcha
15. nd cost effectiveness of TDR allowed the determination of the depth to the shear plane Atotherlocations remote automated monitoring warning systems were required during slope reconstruction to assure the safety of workers and the general public The locations of the sites described below are shown in Figure 5 Mussel Rock Landslide San Mateo County Continued long term movement ofthe Mussel Rock Landslide necessitated its repair before construction of a park and golf course complex Repairmeasures required determining the locationof the depth to the failure Initial plans called for a site investigation of five borings and the installation of a single inclinometer to monitor movement Because of the cost advantages of TDR it was decided to use TDR cables in all five borings The TDR was monitored periodically for a fraction of the cost of monitoring the single inclinometer hole Because five borings were monitored instead of a single inclinometer casing the depth and areal extent of the slide plane was able to be determined as shown in Figure 6 TDR was used in this case to locate the depth and determine the extent of the shear surface Figure 7 contains an example of TDR signatures from two cables Note that failure began at the lowest of the two B 15 and then progressed to B 18 Cable B 19 showed a similar pattern indicating progressive movement along the slide plane upthe slope Cables B 16 and B 17 showed no change thus locating the hea
16. o the TDR cables and a cell phone and modem for data transmission Power was supplied by a 12 volt deep cycle marine battery and 20 watt regulated solar panel Because the cell phone required significant current it could notbe kept on at all times without draining the battery completely Instead it was turned on for intervals during the day for automated data acquisition The system was programmed to read the two piezometers every morning calculate the head of water present inthe slope and store the values in memory It then turned on the cable tester and sequentially accessed and digitized the cable signatures from the TDR installations After data collection the cell phone was turned onand a computer in Sacramento about 560 km 350 mi away dialed the cell phone number and downloaded the data The piezometer data was plotted using a spreadsheet program and the TDR data with TDRPlot Data was collected for over a year before the system was removed for installation at another site The data showed no change in slope conditions during the monitoring period Kane and Beck 10 20 State Highway 17 Santa Cruz County California In January 1998 a landslide debris flow destroyed a small Santa Cruz County road adjacent to California Highway 17 Caltrans constructed a soldier pile wall at the head of the slide to protect Highway 17 from future movement Caltrans was concerned that progressive failure at the head scarp would jeopardize the st
17. om inexpensive short term solutions to more costly long term monitoring programs The remote location of many unstable slopes has created a need for systems that can be accessed remotely and provide immediate warning in case of failure Advances in electronic instrumentation and telecommunications now make it possible to monitor these slopes economically Kane and Beck 1 20 Slope stability and landslide monitoring involves selecting certain parameters and observing howthey change with time The two most important parameters are groundwater levels and displacement Slope displacement can be characterized by depth of failure plane s direction magnitude and rate One or all of these variables may be monitored Conventional slope monitoring utilizes a single method or a combination of methods Piezometers allow the determination of water levels surveying fixed surface monuments extensometers inclinometers and tiltmeters allow determination of direction and rate of slope movement and depth and areal extent of the failure plane extensometers provide an indication of displacement magnitude Manually operated probe inclinometers are the most common means of long term monitoring of slopes Available electronic instrumentation includes vibrating wire piezometers electrolytic bubble inclinometers and tiltmeters and time domain reflectometry TDR for sensing changes in slope conditions This instrumentation can be monitored by technicians in th
18. s are also susceptible to vandalism and animal damage Extensometers can also use potentiometers to measure movement Much like the rheostat controls of a modelelectric train the extensometer uses a variable resistance mechanism to measure the amountof displacement A moveable arm makes an electrical contact along the fixed resistance strip as shown in Figure 3 The circuit s resistance is based on the position of the slider arm on the resistance strip A regulated DC current is applied and the output voltage corresponds to the amount of displacement along the resistor due to ground movement The wiring and sensor can be buried to make it vandal and animal proof Potentiometer extensometers cost approximately US 800 Time Domain Reflectometry TDR Time domain reflectometry TDR is a relatively new approach to monitoring slope movement Beck and Kane 1996 Kane and Beck 1994 1996a 1996b Mikkelsen 1996 O Connor and Dowding 1999 Originally developed to locate breaks and faults in communication and power lines its first geotechnical use was around 1980 to locate shear zones in underground coal mines Wade and Conroy 1980 This technology uses coaxial cable and a cable tester Some of the advantages of TDR over probe inclinometers are 1 Coaxial cable costs less than inclinometer casing 2 TDRreadings take several minutes versus inclinometer readings thatcan take over an hour to complete 3 The coaxial cable can be extended to a conveni
19. sed for about US 600 Communications Communications with the datalogger can be by several means Hardwired telephone lines Kane and Beck 7 20 are the most reliable but not always available Cellular and satellite telephones can be used as well as radio transceivers A telephone line only requires a modem to transmit data and receive instructions The other methods require modems and cell phones and or radio transceivers Modems cost around US 400 while cellular telephones with antennas can be purchased for about US 750 plus monthly service fees Radio and satellite systems can run about US 2000 and 5000 respectively Power Power requirements vary depending on the number of instruments and the communication device Ideally power is available at the site but that is often not the case A small system with a phone line and one or two sensors requires only a small rechargeable gel type battery Alargersystem with cellular phone and cable tester requires a 12V deep cycle marine battery The battery is recharged by regulated solar panels Regulated solar panels cost approximately US 250 Batteries run from US 25 to 100 Software Specialized software is required to process the raw data When TDR cables are read signatures can be digitized and downloaded to a laptop computer when using Tektronix Inc software Tektronix 1994 Plotting several TDR signatures on the same plot requires the user either write a specialized spreadshe
20. the downhole pressure the true water level can be obtained Vibrating wire piezometers should be considered at sites where frequent groundwater measurements are required For example a site where rapid groundwater fluctuations are suspected or where measurements are required during a critical event rainfall dam release etc Is ideal for using the device Vibrating wire piezometers cost approximately US 350 Kane and Beck 3 20 to 500 each Displacement Movement Measurement Probe inclinometers in place inclinometers tiltmeters extensometers and TDR can be used alone or in combination to monitor slope movement Dunnicliffe 1993 Probe inclinometers require manual operation while the other sensors can be read electronically The electronic sensors canbe coupled with a datalogger for automated data collection These automated systems also can be combined with telemetry to allow remote data collection Additional programming of the remote data collectionsystem canbe used to trigger a warning of critical situations In Place Inclinometers and Tiltmeters In place inclinometers andtiltmeters can detect new movement an acceleration of movement and the direction of movement In place inclinometers are installed in a borehole cased with inclinometer casing The wiring for the inclinometer can be buried and the boring covered with a locking cap to vandal proof the installation Tiltmeters are mounted at the ground surface
21. wding 1999 A laptop computer is connected to the tester and cable signatures are transferred to disk for future reference TDR may also be used as a piezometer to monitor water levels by allowing water to enter the cable through holes drilled in the cable Experience to date is limited and it appears that it cannot measure deformation beneath the water surface This is because of changes in the cable s electrical properties due to water infiltration Kane and Parkinson 1998 AUTOMATED AND REMOTE DATA ACQUISITION Automated data acquisition can be done with a datalogger and electronic sensors This type of system requires periodic visits to the site to download the data Remote data acquisition equipment includes a datalogger multiplexer communication devices and a power source In addition software is necessary to program and interact with the datalogger Datalogger A datalogger is essentially a small computer and voltmeter with memory It is programmed Kane and Beck 6 20 to do certain tasks The Campbell Scientific CR10X logger used for this work can be programmed to output specified voltages over certain durations read voltages and store values CSI 1991a 1991b It can also be programmed to do calculations and store the results for example converting the readings of a piezometer to feet of head Dataloggers cost about US 1200 Instruments are wired to connections or ports on the logger Control ports and excitatio
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