...MARASHIAMA RAJU; PS; P S R N RAJU; N S PANDIAN; T S NAGARAJ © Thomas Telford and ICE 1997 INDIAN INSTITUTE OF SCIENCE CONSOLIDATION TESTING COEFFICIENTS CALCULATIONS MEASUREMENT INDEPENDENT PERMEABILITY COMPRESSIBILITY LABORATORIES TESTS ESTIMATING ESTIMATION RATES...

...N C CONSOLI © Thomas Telford and ICE 1997 RIO GRANDE DO SUL FEDERAL UNIVERSITY PORTE ALEGRE TAILINGS SEDIMENTATION PERFORMANCE PREDICTION MEASUREMENT ROCKS SLURRY MINERALS EXTRACTION BYPRODUCTS IMPOUNDED IMPOUNDING DAMS RESERVOIRS CAPACITY WASTE MATERIALS PARTICLES...

...P BROUGHTON; T R ALDRIDGE; N B NAGEL; DYNAFLOW; ABAQUS © Thomas Telford and ICE 1997 PHILLIPS PETROLEUM IMPERIAL COLLEGE FUGRO FOUNDATIONS DESIGN PLATFORMS EKOFISK SUBSIDENCE GEOTECHNICS STEEL PILED JACKETS FINITE ELEMENTS ANALYSIS CRUST MEASUREMENT MOVEMENT...

...M MAHMOUD © Thomas Telford and ICE 1997 TERRA ENGINEERING DID CONSULTANTS WS ATKINS BOREHOLES INSTRUMENTATION VERTICALITY INSTRUMENTS DEVIATION MEASUREMENT VERTICAL MEASURED UNDERGROUND TUBES TUNNELS RAILWAYS CLAYS LONDON CLAY STIFF DRILLING TECHNIQUES METHODS...

... silts/sands/clays of the Bracklesham Beds are as problematical today as they were 40 years ago. Some form of pore pressure control is often necessary. There are severalpublished cases where pore pressure control measures were unsuccessful, at least in the first instance (Glossop andSkempton,1945l...

...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...

... (assuming the foundations are flexible) building damage as a function of differential foundation settlement cost of settlement in terms of financial compensation, preventative measures and effect on the viability of the project. 6. Becausethisprocessissequential, inaccuraciesare cumulative.Consequently...

...M C MATTHEWS; V S HOPE; C R I CLAYTON; RAYLEIGH © Thomas Telford and ICE 1996 SURREY UNIVERSITY GROUND STIFFNESS PROFILES USE SURFACE WAVES DETERMINATION GEOPHYSICS MEASUREMENT GEOTECHNICS STRAIN BEHAVIOUR SOILS ROCKS SEISMIC VELOCITY TESTS METHODS GENERATION...

... TREATMENT COMPACTION METHODS MEASUREMENT PROCEDURE BOREHOLES TESTS REDUCTION BUILDINGS DAMAGE SETTLEMENT CASE STUDIES PITS INUNDATION SUBMERGENCE CLAYS COLLIERIES SPOIL BEHAVIOUR EVALUATION LABORATORIES OEDOMETERS INSTRUMENTS INSTRUMENTATION IN SITU PENETRATION SANDSTONE ROCKFILL...

...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...

... METHODS MONITORING GROUND MOVEMENT SETTLEMENT PREDICTION GEOLOGY CLAYS LONDON CLAY CONTRACTS JOINT VENTURES EXCAVATION MEASUREMENT SUBSURFACE DISPLACEMENT HEATHROW LONDON UK Proc. Instn. Ciu. Engrs Ceotech Engng. 1995. 113, July,144-156 The Heathrow Expresstrial tunnel A . P...

... GROUND MOVEMENT PROPS TEMPORARY MEASUREMENT BENDING MOMENTS BULK EXCAVATIONS HAUL ROADS WALTHAMSTOW LONDON UK DISCUSSION Proc. Instn Civ. Engrs Geotech. Engng, 1995, 11J3a,n., 5_ 8_ -5_ _9 Ground Board GeotechnicalEngineering Advisory Panel Paper 1044 7 Comparison...

...A K C SMITH UK © Thomas Telford and ICE 1995 TRAVERS MORGAN LANDSLIPS DESIGN ANALYSIS EMBANKMENTS MARINE TRIAL GLACIAL TILL SLIPS ROADS A55 FORESHORES DEPOSITS LIMESTONE FILL ROCKFILL SAFETY FACTORS STABILISATION TOES LOADING TESTS STABILITY MEASUREMENT...

...G V R WATSON; D R CARDER; MOHR COULOMB; CRISP; TRL © Thomas Telford and ICE 1994 TRANSPORT RESEARCH LABORATORY TRL WALLS RETAINING PILES PROPPED BORED PERFORMANCE CONSTRUCTION FIELD MONITORING FINITE ELEMENTS ANALYSIS MODELS MEASUREMENT GROUND MOVEMENT TOTAL LATERAL...

... by about 25 mm. Effects of the first DLR tunnel MH1l! IMH4 Predicted and measured movements 15. It is generally considered that, in the absence of any other effects, the displaced ground profile above a tunnel takes theform of an inverted normal probabilitycurve, with its centre above the centrelinoef...

...G PRICE; T I LONGWORTH; P J E SULLIVAN; BRE; DLR GROUND MOVEMENT MONITORING SYSTEMS INSTALLATION PERFORMANCE AUTOMATIC MEASUREMENT RAILWAYS LIGHT RAIL UNDERGROUND EXTENSIONS TUNNELS TUBES BOILERS ELECTROLEVELS DAMAGE BEAMS PLATES BASEMENTS CRACKS TRANSDUCERS EXTENSOMETERS...