| Preface | |
| Organisation | |
| Comparison of degree of improvement assessed by observational methods using field instrumentation | p. 3 |
| Behaviour and stabilization of a natural slope excavated at the toe | p. 11 |
| Field study on piled raft foundation of twelve storeyed building at Chennai | p. 17 |
| Castreccioni Dam: the history and evolution of the dam monitoring system | p. 23 |
| Performance of a row of spaced bored piles used to stabilise a Gault Clay slope on the M25 | p. 31 |
| Load test program for the Bandra-Worli Sea Link Project | p. 39 |
| Correlation of cone resistance with undrained strength of some very soft to hard cohesive clays | p. 45 |
| Monitoring a preload test on soft ground | p. 53 |
| Application of a new integrated multi-parametric monitoring system for the analysis of micro-movements in the Civil Protection activities. An example | p. 61 |
| Geological analysis based on tunnel monitoring in Taiwan High Speed Railway Project | p. 67 |
| Observed platform response to "monster" wave | p. 73 |
| Electrical resistance tomography system to monitor an acid rock drainage (ARD) waste rock repository | p. 87 |
| Geotechnical investigation of the New Baltimore Slide | p. 95 |
| Vibrations from the demolition of a large offshore platform | p. 103 |
| Vibrations due to driving of large displacement concrete piles in residual granitic soils | p. 111 |
| Comparison of field measurements and predicted performance beneath full scale embankments | p. 117 |
| Load tests on straight and step tapered bored piles in weakly cemented sand | p. 129 |
| Web-based displacement monitoring system using GPS for the maintenance of roadside slopes | p. 137 |
| Field model tests for a novel suction anchor application | p. 145 |
| Evaluation of initial state of lumpy fill in land reclamation | p. 155 |
| Instrumentation and monitoring of combined piled rafts (CPRF): state-of-the-art report | p. 161 |
| STATNAMIC load testing on a bored pile for a bridge foundation and monitoring of load distribution of the piles during construction of the bridge | p. 179 |
| Tunnel deformation during excavation - a kinematic approach based on geodetic observations | p. 189 |
| Full-scale testing of the reinforced soil Segmental Retaining Wall | p. 195 |
| Comparison of conventional and Osterberg cell pile load tests | p. 203 |
| Behaviour of a diaphragm wall in dense gravels | p. 209 |
| Puttesund Bridge - instrumentation for strengthening and lifting | p. 215 |
| Prediction of tunnel behavior in time-dependent soft rock using displacement measurments of borehole | p. 221 |
| The construction of a high geosynthetic reinforced soil structure | p. 229 |
| Geotechnical long-term monitoring: impact of groundwater-lowering on adjacent high-rise buildings | p. 237 |
| Monitoring program for an unlined headrace tunnel in unfavourable ground conditions | p. 245 |
| Pile-raft-soil interaction in piled-raft foundations design | p. 255 |
| An attempt to explain the complex behaviour of a "simple" cylindrical arch dam | p. 261 |
| Geodetic surveying & TRIVEC monitoring system at Katse dam: value added or waste? | p. 267 |
| Total and pore pressure cells: method in the madness | p. 273 |
| Observational construction procedure of pipe roofing based on back analysis | p. 279 |
| Estimation of overconsolidation ratio from piezocone tests in Singapore marine clays | p. 287 |
| Influences on the performance of piles observed by means of field measurements on combined pile raft foundations | p. 293 |
| Behaviour of a large diameter bored pile in a sandstone | p. 299 |
| Radioactive waste disposal in geological salt formations - current conecpts, possible improvements, and status of underground field testing | p. 307 |
| A comparison between predicted and observed behavior of Alavian dam, Iran | p. 313 |
| An evaluation technique for slope stability based on displacements measured at the slope surface | p. 321 |
| Determining the mass modulus of soft rocks in the middle East | p. 329 |
| Deep basement construction in central London - how field measurement reflected prediction | p. 335 |
| Large-scale field measurements on geocontainers during the dumping process | p. 341 |
| Stabilisation of endangered clay slopes by unconventional pore pressure release technique | p. 347 |
| Investigation of surface settlement induced by underground metro excavation in Tehran | p. 355 |
| Stress measurment in Carboniferious massif in eastern Czech part of Upper Silesian Basin and numerical model | p. 361 |
| Geotechnical instrumentation of an earth buttress soil nailed slope | p. 369 |
| Measurements of ground deformation around an advancing NATM tunnel heading | p. 377 |
| Repository concepts for nuclear waste diposal in clay formations | p. 387 |
| Monitoring of complex rock slope instabilities - correction and analysis of inclinometer/extensometer surveys and integration with surface displacement data | p. 393 |
| Observational construction using the TBM excavation control system | p. 401 |
| Displacement measurement by image processing in a field test on dike failure | p. 411 |
| Dam crest measurements using differential GPS as a part of an integrated monitoring programme for small concrete dams | p. 419 |
| New multilevel groundwater monitoring systems for use in heterogeneous rock and soils | p. 425 |
| Behavior of closed vibrating-wire piezometers corrected for temperature and barometric effects, used to monitor water level in overflow weirs | p. 431 |
| Permanent real time microseismic monitoring of abandoned mines for public safety | p. 437 |
| A case study of vibrating-wire sensors that have vibrated continuously for 27 years | p. 445 |
| New developments in TDR cable surveillance of potential instability | p. 459 |
| Long-term performance of vibrating wire gages based on field and laboratory testing | p. 483 |
| Controlled boring process (CBP) - a new approach to deformation-reduced tunneling in urban areas | p. 493 |
| A method for piles monitoring using long-gage fibre optic sensors | p. 499 |
| Performance of pore pressure transducers in soft clay and peat | p. 507 |
| Evaluation of rock mass elastic constants by using earthmover load | p. 513 |
| The use of Differential Monitoring Stability (DMS) for remote monitoring of excavation and landslide movements | p. 519 |
| "SOILWATCH" - a ground and groundwater environmental monitoring system | p. 525 |
| Monitoring a harbor structure during reinforcement using a GPS-based monitoring system | p. 531 |
| GPS-based continuous displacement monitoring system | p. 537 |
| Piezometers in fully grouted boreholes | p. 545 |
| Advances in inclinometer data analysis | p. 555 |
| Vision metrology applied for configuration and displacement measurement | p. 569 |
| A new study on the reliability and quality assurance of inclinometer measurements | p. 575 |
| A study on new soil investigation method using seismic waves generated by dynamic penetration tests | p. 585 |
| In-situ shear box and root pull-out apparatus for measuring the reinforcing effects of vegetation | p. 593 |
| A simple 3-Dimensional crack-width-tilt gauge out of Africa | p. 599 |
| Development of an improved load cell for construction work | p. 605 |
| Grouted rockbolts instrumentation using Fabry-Perot sensor - preliminary investigation | p. 613 |
| Low-cost extensometer to measure strains in geogrids | p. 619 |
| Geotechnical tools in the abyss: a useful experience for innovative instruments | p. 625 |
| Slope failure monitoring during embankment excavation | p. 631 |
| Development and implementation of the downhole freestanding shear device | p. 637 |
| The measurement of stress in concrete | p. 643 |
| Displacement monitoring using GPS and its interpretation method for the assessment of slope stability | p. 657 |
| Displacement measurement on tunnel face by using photo survey and its estimation by 3D numerical analysis | p. 665 |
| The problematic management of the displacement monitoring system of a landslide | p. 673 |
| Investigation of permeability and evaporation of rock mass around a tunnel | p. 681 |
| A deep gallery excavation in clay: monitoring our modelling skills | p. 687 |
| Penang Bridge deformation monitoring using Real Time Kinematic GPS: a first experience in Malaysia | p. 693 |
| Development of a Retrievable Subsurface Accelerometer | p. 699 |
| A new in situ thermal experiment in the argillaceous rock of Mont Terri laboratory using Optical Fiber Bragg Grating sensors | p. 705 |
| The DI-B experiment: instrumentation to perform an in situ diffusion experiment | p. 715 |
| A new geotextile strain gage | p. 721 |
| King's Cross Station Redevelopment, London: design of the monitoring system | p. 731 |
| A relevant geotechnical and structural monitoring project: the experience of the new Milan-Bologna High Speed Railway Line | p. 739 |
| Planning, administration and quality assurance of instrumentation projects - an overview | p. 747 |
| Components of structural monitoring process and selection of monitoring system | p. 755 |
| Eliminating lightning damage for field data acquisition systems | p. 763 |
| Amsterdam Noord Zuidlijn: one of the largest settlement monitoring projects in Europe | p. 769 |
| Use of the Internet for quality assurance of construction projects | p. 775 |
| Quality assurance in the supply and procurement of instrumentation components and systems | p. 781 |
| Repository concepts for nuclear waste disposal in crystalline rock | p. 789 |
| An approach to long-term preclosure and postclosure monitoring for a nuclear fuel waste repository | p. 799 |
| Author index | p. 811 |
| Table of Contents provided by Blackwell. All Rights Reserved. |
