ASCE 9780784409404 2007
$74.75
7th FMGM 2007
Published By | Publication Date | Number of Pages |
ASCE | 2007 | 1346 |
GSP 175 contains 105 papers presented at the Seventh International Symposium on Field Measurements in Geomechanics, held in Boston, Massachusetts, September 24-27, 2007.
PDF Catalog
PDF Pages | PDF Title |
---|---|
1 | Cover |
9 | Contents |
16 | Theme Lectures Statistical Methods for Monitoring Data Analysis |
32 | Successes and Failures of Instrumentation Programs in Major Construction Projects in Singapore |
61 | Use of Monitoring Data to Update Performance Predictions of Supported Excavations |
91 | Why Monitor Performance? |
119 | Case Studies Bridges and Foundations Lateral Load Tests on Bored Piles and Pile Groups in Sand |
130 | Unknown Foundation Testing: A Case Comparison of Different Geophysical Methods |
141 | The Cost-Effectiveness of Dynamic Pile Installation Monitoring: A Case Study |
153 | Mechanics of Micropile Performance from Instrumented Load Tests |
167 | Field Measurements of Passive Pressures behind an Integral Abutment Bridge |
179 | Vibration due to Driving Concrete Piles Using Open-Ended Diesel Hammer in Central and South Florida |
191 | A Case Study of Construction-Related Ground Movements in Providence Silt |
199 | Tunnels and Shafts Instrumentation during APM Construction at Dulles International Airport |
208 | Amsterdam Noord/Zuidlijn: Use of Background Monitoring Data Prior to Construction Commencement |
220 | Deformation Monitoring of the Underground Metro Station Rotterdam CS: A Case Study |
232 | Performance Monitoring of Deep Shafts at Changi WRP Project, Singapore |
244 | Monitoring Earth Pressure Balance Tunnels in Los Angeles |
256 | Buildings Response of Historic Structure to Long-Term Environmental and Construction Vibration Effects |
269 | The Use of Excavation and Ground Performance Data to Estimate the Compressibility of a Glacial Till |
281 | Elevators as a Repeatable Excitation Source for Structural Health Monitoring in Buildings |
293 | Walls and Excavation Support Deflection and Earth Pressure Measurements of an Anchored Concrete Shoring |
302 | Daily and Seasonal Response of a Cantilever Retaining Wall |
312 | Field Instrumentation for an Innovative Design-Build Excavation Adjacent to Heritage Structures |
323 | Jet Grouting Induced Changes in Soldier Pile Loads and Pile Deflections |
335 | Lessons Learned in Use of Instrumented Soldier Pile Wall for Inverse Analysis of Material Properties |
347 | Performance Monitoring of Deep Excavation at Changi WRP Project, Singapore |
359 | Instrumentation and Performance of the Third Runway North MSE Wall at Seattle-Tacoma International Airport |
373 | A Case Study on Trench Collapse of Deep Diaphragm Wall |
385 | Continuous Monitoring of Deep Excavation Pits for Damage Prevention |
397 | Real Time Monitoring at the Olive 8 Excavation |
409 | In-Situ Testing and Energy Procedural Effects on SPT Results at a Fluvial Sand Site |
419 | Design and Implementation of an Instrumentation Program to Minimize Risk of Damage to a High-Voltage Electrical Ductbank |
431 | Measured Load Transfer Rates Applied to Electricity Transmission Towers Footing |
441 | Specialized Instrumentation for Hydromechanical Measurements in Deep Argillaceous Rock |
453 | Automation of the Monitoring System at the Itaipu Hydroelectric Power Plant |
465 | CPT Measurements near Drilled Displacement Piles |
477 | An Electronic Nose-Membrane Interface Probe for Sniffing Subsurface Contaminants |
489 | BOTDR for Detection of Chemical and Liquid Content |
501 | Earthworks and Ground Improvement Unstable Slope Monitoring with a Wireless Shape-Acceleration Array System |
513 | Observational Approach Used for Slope Stability during Surcharging of Municipal Solid Waste and Soft Soils |
526 | Settlement Monitoring for Bioreactor Landfill Airspace Management |
538 | Performance Evaluation of Instrumented LNG Retention Dikes on Louisiana Soft Clays |
550 | Role of Instrumentation in Assessment of Complex Ground Conditions |
562 | Staged Embankment Construction Using In-Situ Instrumentation Returns: Benefits to Contractor and Cost Saving to the Owner |
572 | Benefits and Pitfalls of Multistage Embankment Construction |
584 | Safety Monitoring of the Yellow River Dike: A Feasibility Study on Various Instrumentation Schemes |
596 | Case Study: Optimization and Monitoring of Slope Design in Highly Weathered Shale |
608 | Measured Settlements of Two Selected High Embankments Founded on Soft Soil |
620 | Instrumentation and Monitoring for a Riverbank Slope Stabilization Project |
632 | Settlement Behavior of the Deep Marine Sedimentary Ground Improved by SCPs |
644 | Solvay Waste Compression Evaluation Using Field Instrumentation |
656 | Rock Cut Slope Instrumentation within Variable and Potentially Unstable Sedimentary Strata |
668 | Towards European Standards in Performance Monitoring of Geotechnical Structures |
680 | Locks and Dams Earth Pressure Cells: Environmental Effects and Calibration |
692 | Plumb Line System for Double Arch Dams |
700 | Monitoring of Slope Deformation and Groundwater during Construction of the Lauenburg Lock |
709 | Use of Instrumentation to Safeguard Stability of a Tailings Dam |
722 | Performance of Foundation Ground of a Large Dam during First Filling |
730 | Structural and Geotechnical Instrumentation of the Pichi Picún Leufú Hydroelectric Dam, Argentina: A 54-m (177 ft) Compacted Gravel Embankment Dam with an Upstream Concrete Slab and Cutoff Wall |
744 | Miscellaneous Design and Deployment of an Integrated Instrumentation System in a Monitoring Well at the Penn West CO[sub(2)]-EOR Pilot, Alberta, Canada |
758 | Water Leakage Detection Using Optical Fiber at the Peribonka Dam |
770 | Automated Monitoring System used to Support Drydock Operations at Electric Boat |
781 | State of the Art and Future Trends Geophysical Instrumentation for Vibro Stone Column Soil Improvement |
793 | Borehole GPR to Detect and Map Deviated H-Pile Foundations |
804 | Local Identification of Soil and Soil-Structure Systems Using Shape-Acceleration Arrays |
814 | Geotechnical Case Studies: A Rapid Technique to Determine Allowable Bearing Pressure |
822 | The Use of the Fully-Grouted Method for Piezometer Installation |
842 | Capabilities of the NEES@UCLA Mobile Dynamic Structural Testing Laboratory |
851 | Installation and Instrumented Load Testing of Deep Soil Mixing Columns |
865 | Handy Permeability Test Method with a Single-Unit Apparatus Developed at the Solid Waste Landfill Construction Site |
877 | Characteristics of Ground Vibrations in STSP Deduced from Falling Weight Tests |
889 | Instrumentation for a Gas Path through Host Rock and Along Sealing Experiment |
901 | Displacement Measurements Ahead of a Tunnel Face Using the RH Extensometer |
909 | TRIVEC and Sliding Micrometer: Fully Digital Instruments for Geotechnical Displacement and Deformation Measurement |
921 | Coupled Pressuremeter-Phicometer Analysis for Soil Exploration |
931 | Pitfalls/Problems Factors Influencing the Performance of Strain Guages: A Singapore Perspective |
943 | Laboratory and In Situ Tests on an Automatic Monitoring System with IPIs |
955 | Problems and Solutions Using Electrolytic Tiltmeters: Case Study New Natomas and South River Pump Stations, Sacramento, CA |
967 | Accuracy and Longevity of Open Channel Liquid Level Systems and Gages |
977 | Real Time Monitoring Vibratory Roller Integrated Measurement of Earthwork Compaction: An Overview |
989 | TDR/Fiber Optic Sensors Distributed Optical Fiber Strain Sensing in a Secant Piled Wall |
1001 | Some Innovative Developments of TDR Technology for Geotechnical Monitoring |
1013 | Geotechnical Alarm Systems Based on TDR Technology |
1025 | Monitoring Tunnel Deformation Induced by Close-Proximity Bored Tunneling Using Distributed Optical Fiber Strain Measurements |
1038 | Algorithm for Time Domain Reflectometry Bridge Scour Measurement System |
1048 | TDR Technologies for Soil Identification and Properties |
1059 | Data Acquisition Systems Design, Setup, and Evaluation of a Data Acquisition Array for an Instrumented Test Pile Cluster |
1075 | Internet-Enabled Geotechnical Data Exchange |
1084 | The UC Davis High-Speed Wireless Data Acquisition System |
1096 | Remote Monitoring/Wireless Multi-Hop Wireless Crack Measurement for Control of Construction Vibrations |
1107 | 3DeMoN ROBOVEC—Integration of a New Measuring Instrument in an Existing Generic Remote Monitoring Platform |
1119 | Laser-Based System for Non-Destructive Inspection of Concrete Structures |
1130 | A Wireless Remote Monitoring System: Application in the Northeast Corridor Railtrack |
1140 | Wireless Sensor Network for Monitoring of Geo-Structural Systems |
1150 | Case Studies in Integrated Autonomous Remote Monitoring |
1161 | Data Analysis/Software Soil Behavior and Excavation Instrumentation Layout |
1173 | TRIVEC Measurements in the Inverse Analysis of the Long-Term Stability of a Constrained Landslide |
1185 | Integrated Construction Management System Based on GIS for Soft Ground Improvement by Preloading |
1197 | Pore Pressure and Total Stress around Excavations in a Deep Clay Formation |
1209 | Statistical Analysis: A Tool for Understanding Monitoring Data |
1221 | Methods for Automatic Storage, Visualization, and Reporting in Datalogging Applications |
1235 | Automated Total Stations Long-Term Use of Automated Total Station to Monitor Movement of High-Rise Buildings in New York City |
1244 | Applications and Limitations of Automated Motorized Total Stations |
1256 | Observations of Ground Movement during Pipe Ramming Operations under a Railway Embankment |
1268 | Precision Surveying Monitoring of Shoring and Structures |
1280 | Structural The Sacrifice of Certainty and Confidence: The Basic Geometry of Tilt Monitoring Systems |
1293 | The Business Side of Instrumentation Benefits Promoting the Business of the FMGM Community |
1305 | Instrumentation and Monitoring Trends in New York City and Beyond |
1317 | Settlement Profiling Instrumentation System to Assess Waste Compressibility |
1329 | Author Index |