Field Measurements in Geomechanics: Proceedings of the 6th International Symposium, Oslo, Norway, 23-26 September 2003

Voorkant
F. Myrvoll
CRC Press, 1 jan. 2003 - 826 pagina's
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.





 

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Inhoudsopgave

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
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