...C M MERRIFIELD; J M CAREY © Thomas Telford and ICE 1998 MANCHESTER UNIVERSITY BECHTEL WATER TECHNOLOGY GROUND ANCHORAGES BEHAVIOUR CYCLIC LOADING DESIGN GROUTED MODELS PREDICTION INTERACTION LOADS REPEATED CYLINDRICAL VERTICAL INSTALLATION GROUTS MODELLING...

...J N KAY © Thomas Telford and ICE 1997 HONG KONG UNIVERSITY PILES DRIVEN CAPACITY ULTIMATE SAND CLOSED FORM STRESS VERTICAL EFFECTIVE SLENDERNESS RATIOS THEORY RESEARCH CONES PENETRATION TESTS ENDS BEARING CAPACITY PREDICTION DENSITY SOILS PILING Ultimate...

...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...

...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...

... unrestrained (free-headed) scale L embedmentdepth of pile S modificationshapefactor,asdefined by Advisory Panel Paper 10460 model piles installed vertically iancohe- sionless seabedsand, subjectedto static y lateral loading. W a t e r j e t t i n g t e c h n i q u e s qL were usedto install the piles...

... loads, vertical landfill deformation, positioned ona horizontal subsoil surface.This slope stability, hydraulic conductivity of system leads to shear stressiens the boundary mineral layers and contaminant migra- layer between the waste and the subsoil. The tion.The conclusion encompasses all basal...

... INVAR DATA TUNNELLING IMPACT WIDTH DEMEC INSTRUMENTS INSTRUMENTATION AUTOMATIC SUBSURFACE VERTICAL FOUNDATIONS WATER LEVELLING LEVELS GAUGES TILT WIRE LOGGING HANDLING ACQUISITION GEOTECHNICS STRUCTURES BUILDINGS EFFECT MANSION HOUSE LONDON CITY OF LONDON UK...