Field Measurements in Geomechanics: Proceedings of the 6th International Symposium, Oslo, Norway, 23-26 September 2003F. Myrvoll CRC Press, 01.01.2003 - 826 Seiten A broad cross-section of papers from the 6th Internation Symposium FMGM in Oslo September 2003 detailing the latest developments in geomechanical field measurement technology and methods. Taking in a wide range of real-world applications from tunnels to off-shore structures, these papers look at both theoretical and practical aspects of the subject and assess performances in the field, providing a wealth of knowledge for professionals and researchers interested in field measurements, soil and granular mechanics, engineering, geology or construction. |
Inhalt
Comparison of degree of improvement assessed by observational methods using field instrumentation | 3 |
Behaviour and stabilization of a natural slope excavated at the toe | 11 |
Field study on piled raft foundation of twelve storeyed building at Chennai | 17 |
the history and evolution of the dam monitoring system | 23 |
Performance of a row of spaced bored piles used to stabilise a Gault Clay slope on the M25 | 31 |
Load test program for the BandraWorli Sea Link Project | 39 |
Correlation of cone resistance with undrained strength of some very soft to hard cohesive clays | 45 |
Monitoring a preload test on soft ground | 53 |
Displacement measurement by image processing in a field test on dike failure | 411 |
Dam crest measurements using differential GPS as a part of an integrated monitoring programme for small concrete dams | 419 |
New multilevel groundwater monitoring systems for use in heterogeneous rock and soils | 425 |
Behavior of closed vibratingwire piezometers corrected for temperature and barometric effects used to monitor water level in overflow weirs | 431 |
Permanent real time microseismic monitoring of abandoned mines for public safety | 437 |
A case study of vibratingwire sensors that have vibrated continuously for 27 years | 445 |
New developments in TDR cable surveillance of potential instability | 459 |
Longterm instrument performance experience from a large scale test in rock salt | 469 |
Application of a new integrated multiparametric monitoring system for the analysis of micromovements in the Civil Protection activities An example | 61 |
Geological analysis based on tunnel monitoring in Taiwan High Speed Railway Project | 67 |
Observed platform response to a monster wave | 73 |
Electrical resistance tomography system to monitor an acid rock drainage ARD waste rock repository | 87 |
Geotechnical investigation of the New Baltimore Slide | 95 |
Vibrations from the demolition of a large offshore platform | 103 |
Vibrations due to driving of large displacement concrete piles in residual granitic soils | 111 |
Comparison of field measurements and predicted performance beneath full scale embankments | 117 |
Load tests on straight and step tapered bored piles in weakly cemented sand | 129 |
Webbased displacement monitoring system using GPS for the maintenance of roadside slopes | 137 |
Field model tests for a novel suction anchor application | 145 |
Evaluation of initial state of lumpy fill in land reclamation | 155 |
stateoftheart report | 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 | 179 |
Tunnel deformation during excavation a kinematic approach based on geodetic observations | 189 |
Fullscale testing of the reinforced soil Segmental Retaining Wall | 195 |
Comparison of conventional and Osterberg cell pile load tests | 203 |
Behaviour of a diaphragm wall in dense gravels | 209 |
Puttesund Bridge instrumentation for strengthening and lifting | 215 |
Prediction of tunnel behavior in timedependent soft rock using displacement measurements of borehole | 221 |
The construction of a high geosynthetic reinforced soil structure | 229 |
impact of groundwaterlowering on adjacent highrise buildings | 237 |
Monitoring program for an unlined headrace tunnel in unfavourable ground conditions | 245 |
Pileraftsoil interaction in piledraft foundations design | 255 |
An attempt to explain the complex behaviour of a simple cylindrical arch dam | 261 |
value added or waste? | 267 |
method in the madness | 273 |
Observational construction procedure of pipe roofing based on back analysis | 279 |
Estimation of overconsolidation ratio from piezocone tests in Singapore marine clays | 287 |
Influences on the performance of piles observed by means of field measurements on combined pile raft foundations | 293 |
Behaviour of a large diameter bored pile in a sandstone | 299 |
Radioactive waste disposal in geological salt formations current concepts possible improvements and status of underground field testing | 307 |
A comparison between predicted and observed behavior of Alavian dam Iran | 313 |
An evaluation technique for slope stability based on displacements measured at the slope surface | 321 |
Determining the mass modulus of soft rocks in the Middle East | 329 |
Deep basement construction in central London how field measurement reflected prediction | 335 |
Largescale field measurements on geocontainers during the dumping process | 341 |
Stabilisation of endangered clay slopes by unconventional pore pressure release technique | 347 |
Investigation of surface settlement induced by underground metro excavation in Tehran | 355 |
Stress measurement in Carboniferious massif in eastern Czech part of Upper Silesian Basin and numerical model | 361 |
Geotechnical instrumentation of an earth buttress soil nailed slope | 369 |
Measurements of ground deformation around an advancing NATM tunnel heading | 377 |
Repository concepts for nuclear waste disposal in clay formations | 387 |
Monitoring of complex rock slope instabilities correction and analysis of inclinometerextensometer surveys and integration with surface displacemen... | 393 |
Observational construction using the TBM excavation control system | 401 |
Measurement technology | 409 |
In situ monitoring of hydrocarbon biodegradation in frozen arctic soil | 475 |
Longterm performance of vibrating wire gages based on field and laboratory testing | 483 |
Controlled boring process CBP a new approach to deformationreduced tunneling in urban areas | 493 |
A method for piles monitoring using longgage fibre optic sensors | 499 |
Performance of pore pressure transducers in soft clay and peat | 507 |
Evaluation of rock mass elastic constants by using earthmover load | 513 |
The use of Differential Monitoring Stability DMS for remote monitoring of excavation and landslide movements | 519 |
SOILWATCH a ground and groundwater environmental monitoring system | 525 |
Monitoring a harbor structure during reinforcement using a GPSbased monitoring system | 531 |
GPSbased continuous displacement monitoring system | 537 |
Piezometers in fully grouted boreholes | 545 |
Advances in inclinometer data analysis | 555 |
Vision metrology applied for configuration and displacement measurement | 569 |
A new study on the reliability and quality assurance of inclinometer measurements | 575 |
A study on new soil investigation method using seismic waves generated by dynamic penetration tests | 585 |
Insitu shear box and root pullout apparatus for measuring the reinforcing effects of vegetation | 593 |
A simple 3Dimensional crackwidthtilt gauge out of Africa | 599 |
Development of an improved load cell for construction work | 605 |
Grouted rockbolts instrumentation using FabryPerot sensor preliminary investigation | 613 |
Lowcost extensometer to measure strains in geogrids | 619 |
a usefull experience for innovative instruments | 625 |
Slope failure monitoring during embankment excavation | 631 |
Development and implementation of the downhole freestanding shear device | 637 |
The measurement of stress in concrete | 643 |
Displacement monitoring using GPS and its interpretation method for the assessment of slope stability | 657 |
Displacement measurement on tunnel face by using photo survey and its estimation by 3D numerical analysis | 665 |
The problematic management of the displacement monitoring system of a landslide | 673 |
Investigation of permeability and evaporation of rock mass around a tunnel | 681 |
monitoring our modelling skills | 687 |
a first experience in Malaysia | 693 |
Development of a Retrievable Subsurface Accelerometer | 699 |
A new in situ thermal experiment in the argillaceous rock of Mont Terri laboratory using Optical Fiber Bragg Grating sensors | 705 |
instrumentation to perform an in situ diffusion experiment | 715 |
A new geotextile strain gage | 721 |
Planning administration and quality assurance | 729 |
design of the monitoring system | 731 |
the experience of the new MilanBologna High Speed Railway Line | 739 |
Planning administration and quality assurance of instrumentation projects an overview | 747 |
Components of structural monitoring process and selection of monitoring system | 755 |
Eliminating lightning damage for field data acquisition systems | 763 |
one of the largest settlement monitoring projects in Europe | 769 |
Use of the Internet for quality assurance of construction projects | 775 |
Quality assurance in the supply and procurement of instrumentation components and systems | 781 |
Repository concepts for nuclear waste disposal in crystalline rock | 789 |
An approach to longterm preclosure and postclosure monitoring for a nuclear fuel waste repository | 799 |
Häufige Begriffe und Wortgruppen
accuracy anchor applied backfill behaviour bentonite borehole cable calculated clay compression concourse tunnel concrete construction data acquisition deformation depth developed diameter displacement drift drilling earth pressure embankment Engineering error evaluation excavation extensometers failure Field Measurements foundation gauges geosynthetic Geotechnical Geotechnical Engineering geotextile ground groundwater grout horizontal hydraulic in-situ inclinometer installed instrumentation ISBN 90 landslide layer Lisse load cell load test located long-term maximum Measurements in Geomechanics MESG method modulus monitoring system movements Myrvoll O-cell observed parameters performed permeability piezometers piled raft pore pressure pore water pressure predicted probe repository resistance rock mass samples sand sensors settlement shaft shear strips shotcrete shown in Figure slope soil stability steel strain gages stress structure surface Swets & Zeitlinger temperature transducers tube tunnel values Vertical Drain vibrating wire wall water pressure Young's modulus zone