...A R PICKLES; R TOSEN © Thomas Telford and ICE 1998 HONG KONG AIRPORT AUTHORITY LAND RECLAMATION SETTLEMENT AIRPORTS CONSTRUCTION SITES GROUND CONDITIONS PREDICTION TESTS IN SITU LABORATORIES RESIDUAL GEOLOGY CRUST CLAYS SILT GRAVEL SAND FILL ROCKS ROCKFILL...

...W H CRAIG © Thomas Telford and ICE 1998 MANCHESTER UNIVERSITY FOUNDATIONS SPUDCANS INSTALLATION DEEP PENETRATION REMOVAL EXPERIMENTS MODELS LOADING SIMULATION LOADS OFFSHORE JACK UP RIGS CENTRIFUGES MODELLING SITES SAND PRELOADING STATIC PILES CRAIG Spud-can...

...A AL TABBAA; A A TABBAA; C W EVANS; C J WALLACE © Thomas Telford and ICE 1998 CAMBRIDGE UNIVERSITY BIRMINGHAM UNIVERSITY MAY GURNEY SITES CONTAMINATED PILOT IN SITU AUGER MIXING TREATMENT TRIALS ASSESSMENT SOILS GROUTS CUTTING RODS HOMOGENEOUS DEVELOPMENT MIX...

...A AL TABBAA; C W EVANS; A A TABBAA CAMBRIDGE UNIVERSITY BIRMINGHAM UNIVERSITY SITES CONTAMINATED AUGER MIXING TREATMENT PILOT IN SITU TREATABILITY STUDIES RESEARCH STABILISATION SOLIDIFICATION METHODS CONTAMINATION POLLUTION LABORATORIES SOILS GROUTS MIXES GROUND SAND...

...K SOGA © Thomas Telford and ICE 1998 CAMBRIDGE UNIVERSITY EARTHQUAKES SOILS LIQUEFACTION EFFECT DAMAGE FILL MATERIALS GROUND SETTLEMENT PORTS QUAYS WALLS CONCRETE CAISSONS DISPLACEMENT PILES WAREHOUSES STRUCTURES FRACTURE MOVEMENT SUBSIDENCE SITES IMPROVEMENT...

... BORING ROTARY CFA CONTINUOUS FLIGHT AUGER INCLINOMETERS PROBES CABLES TOOLS MONITORING GROUND MOVEMENT CONSTRUCTION HIGHWAYS SUBSURFACE PILING EXCAVATIONS CONSTRUCTION RETAINING WALLS TOLERANCES GROUNDWATER SITES PROFILES CLAYSTONE BANDS LONDON ENGLAND UK MAHMOUD...

... the excavation is carried out in low permeability fine-grained soils such as silty sands; seepages may be small in quantity but canhaveadramaticdestabilizing effect on the excavation. On site, people are oftensurprised thatsuchsmallflowratescan be such a problem. Of course this is easily explained in soil...

... ADJACENT SITES PRESSURE WATER CUT OFF GROUTS INJECTION JACKING CURTAIN NATIONAL TECHNOLOGY INSTITUTE TAIWAN TAIPEI © Thomas Telford and ICE 1996 TAIPEI TAIWAN ASIA PIPEROOFED UNDERPASS BELOW WATERTABLE 3. The elevation of the top of the piperoof structure was 6.4 m below...

...N A TRENTER; J A CHARLES; BRE © Thomas Telford and ICE 1996 SIR WILLIAM HALCROW BUILDING RESEARCH ESTABLISHMENT BRE FILL MODELS SPECIFICATIONS BUILDING CONSTRUCTION GROUND MOVEMENT CONTROL BEHAVIOUR MATERIALS DAMAGE BUILDINGS STRUCTURES LOW RISE SITE INVESTIGATION...

...J A CHARLES; R M C DRISCOLL; J J M POWELL; P TEDD; BRE © Thomas Telford and ICE 1996 BUILDING RESEARCH ESTABLISHMENT BRE RESEARCH BUILDING GEOTECHNICS SOIL MECHANICS HISTORY MONITORING FIELD PERFORMANCE INSTRUMENTATION INSTRUMENTS GROUND MOVEMENT MEASUREMENT SITES SOIL...

...U BOLTZE; M H DE FREITAS; M H D FREITAS © Thomas Telford and ICE 1996 SIMECSOL IMPERIAL COLLEGE GAS GENERATING SITES LANDFILL FILL PRESSURE ATMOSPHERIC CHANGE EMISSIONS DANGEROUS EXPLOSIONS RISKS THRESHOLD MODELS PREDICTION LEVELS FALLS CASE STUDIES DIAGRAMS...

... cell amplifier system was used to energize the measuringcircuits of, and amplify the output from, up to ten load cells from a single 12V lead acid battery. The amplifier was sited between 50 and 90 m from the load cells and typically 400 m from the monitoring station. The amplifier had a low drift...

... on construction schedules. 7. Examples of creepsettlementobtained by the monitoring of both earth/rockfill embank- ments and opencast sites as presented in the literature2-5 are reproduced in Figs 1 and 2. These indicate the scale and nature of creep settlement for a range of different sites. The opencast sites...

...R A NICHOLLS; S N WERSCHING; L T HOCK; J A FRAME AIRPORTS INTERNATIONAL SITE INVESTIGATION PRELIMINARY EARTHWORKS DESIGN GROUND TREATMENT SITES PIEZOCONES INSTRUMENTS INSTRUMENTATION SOFT ROTARY DRILLING STATIONARY PISTONS SAMPLING SOILS FABRICS STUDIES HOLES EXPLORATORY...

...J OLIPHANT; J A R IBRAHIM; P W JOWITT; ASSIST; LEONARDO ADVISORY SYSTEM FOR SITE INVESTIGATIONS the system used to guide the user through all the essential stages of a traditional preliminary site investigation, and to select an adequate and appropriateexplorationprogramme (e.g. number...

...B G CLARKE; MENARD © Thomas Telford and ICE 1996 NEWCASTLE UNIVERSITY GROUND INVESTIGATIONS PRESSUREMETERS TESTING TESTS SITES OPERATIONS INSTRUMENTS INSTRUMENTATION IN SITU RESPONSES INCREASES STRESS STRAIN CURVES PROBES METHODS INSTALLATION PREBORED SELF BORING...

...M LONG © Thomas Telford and ICE 1995 OVE ARUP PILES STEEL BEHAVIOUR TUBULAR DRIVEN MUDSTONE LAMINATED JETTIES INSTALLATION DRIVING TESTS RESISTANCE FAILURES REDRIVING ROCKS BEDROCK GEOLOGY SITES DESIGN CONSTRUCTION FOUNDATIONS REMEDIAL ACTION SITE INVESTIGATION...

...D C SHOHET © Thomas Telford and ICE 1995 OSCAR FABER SOILS CLAYS PREDICTION IN SITU HORIZONTAL STRESS MEASUREMENT UNDRAINED SHEAR STRENGTH PLASTICITY INDEX VERTICAL EFFECTIVE EMPIRICAL RELATIONSHIPS SITES DATA LABORATORIES LONDON CLAY GAULT CLAY GAULT EROSION...

...V S HOPE © Thomas Telford and ICE 1995 SURREY UNIVERSITY SEISMIC VELOCITY TOMOGRAPHY APPLICATIONS GEOTECHNICAL INVESTIGATIONS GEOTECHNICS THEORY METHODS SITES DATA ACQUISITION PROCESSING APPLICATIONS INVESTIGATIONS WAVES SURVEYS The application of seismic velocity...

...P LYLE; P J GIBSON Magnetometer profilingin the evaluation of potential waste disposal sites P. Lyle, BSc, PhD, FGS, CGeol,and P.J. Gibson, BSc, BA, DPhil Proc. Instn Civ. Engrs Geoteck. Engng, 1994, 107, July, 217-221 Ground Board Geotecknical Engineering Advisory Panel Paper 10295...