...E FARRELL; B LEHANE; M LOOBY IRELAND EIRE EUROPE PILES DRIVING INSTRUMENTATION CLAYS BOULDER BOULDER CLAY DUBLIN CLAY BLACK CLAY PRECAST CONCRETE TESTS INSTRUMENTS WIRE GAUGES VIBRATING PROBES PORE PRESSURE SHAFTS COMPRESSION TENSION PULL OUT LOADING CAPACITY...

...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...

...P G WATSON; M F RANDOLPH AUSTRALIA WESTERN AUSTRALIA UNDERGROUND SPECIAL RESEARCH FOR OFFSHORE FOUNDATION SYSTEMS FOUNDATIONS SKIRTED SOILS CALCAREOUS RESEARCH OFFSHORE SEABED SEDIMENTS SYSTEMS MODELLING CAISSONS RAFTS SIMULATION IN SITU RESPONSES LOADS CYCLIC...

...M C R DAVIES; T G HUGHES; P R TAUNTON © Thomas Telford and ICE 1998 DUNDEE UNIVERSITY WALES UNIVERSITY CARDIFF THYSSEN CONSTRUCTION BRIDGES ARCHES MASONRY MODELS CENTRIFUGES TESTING TESTS EFFECT GRAVITY BEHAVIOUR MATERIALS LABORATORIES FAILURES MECHANISMS LOADS...

...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...

... STRAIN LOADS LOADING TWO STAGE INTERACTION FINITE ELEMENTS DECOUPLED FOUNDATIONS FORCES CLAYS GRAVEL STEEL PIERS CONCRETE SAND STIFF ALLUVIAL FAILING SLOPES POWER STATIONS MARINE DEPOSITS LIMESTONE SILTSTONE MUDSTONE STATIC SLIP SURFACES DISPLACEMENT CALCULATIONS TAGUS...

... ãb bouyant unit weight of soil ãc unit weight of wall ãd dry unit weight of soil ãt total unit weight of soil èf seismic angle, free water case èr seismic angle, restrained water case Introduction The adequacy of design provisions for retaining walls under earthquake loading was thrown into sharp...

...S P MARCHAND COSTAIN CONSTRUCTION EXCAVATIONS BASEMENTS SUPPORTS TEMPORARY STRUTS LOADS MONITORING GROUND CONSTRUCTION WORKS TEMPERATURE DESIGN EARTHWORKS STOTHARD PLACE SPITALFIELDS FINSBURY CIRCUS LONDON BELFRY REDHILL UK Temporary support to basement...

... PROGRAMS PULL OUT LOADS MOBILISATION DEFORMATION TENSILE FORCES STRUCTURES METHODS PREDICTION GROUND INSERTION LIMIT STATE GLOBAL SHEARING EXPERIMENTS RESPONSES ELASTIC BEARING CAPACITY Analysis of soil nailing using tension Proc. Instn and shear: experimental observations Civ. Engrs...

... ground surface zb depth to bottom of soil layer zt depth to top of soil layer As surface area of pile shaft Dr relative density Ks pile shaft earth pressure coef cient (ˆ 9h/ 9v) P load applied to head of pile Qb base resistance of pile Rs shaft resistance of pile interface angle of friction between pile...

... and settlements of shallow and piled foundations, and the capacities of horizontally loaded piles and ground anchors. Pressuremeter test curves can be interpreted using a consistent framework to produce realistic values of in situ stress, stiffness and strength. Secant moduli and non-linear stiffness pro les...

...B H FELLENUS; A A ALTAEE; F H KULHAWY © Thomas Telford and ICE 1996 CORNELL UNIVERSITY DEPTH CRITICAL PILES LOADS SOILS IN SITU CHARACTERISTICS BORED SHAFTS RESISTANCE DISCUSSION Critical depth: howit came into beingProc. Instn civ.Engrs and whyit does not exist...

...J A R ORTIGAO; E PALMEIRA; AC ZIRLIS; A D BARLEY; R J BRIDLE; M C R DAVIES © Thomas Telford and ICE 1996 WALES UNIVERSITY CARDIFF KELLER CONCRETE SOILS SOIL NAILING NAILS REINFORCEMENT GROUND ANCHORAGES TESTS SHEAR LOADS METHODS ANALYSIS SHOTCRETE CODES PRACTICE...

... presented his experiences of base grouting piles and considered the reasons for using this system to be ( a ) The undisturbed ultimate bearing capacity can be approached for base grouted bored piles in very dense sand deposits. (b) Higher working loads can be adopted as the contribution of the base can...

...A A RODGER; G S LITTLEJOHN; H XU; D C HOLLAND RODGER ET AL. (see Fig. 2). A digital meter was used for direct reading of the load cells after the remote monitoring system had been disconnected. The meter houses an intelligent microprocessor, which is capable of recording and storing 500 readings...

... METHODS STANDARDS PARAMETRIC SAND CLAYS MULTIBRACED EXCAVATIONS HOMOGENEOUS WINKLER SPRINGS SPRINGS THEORY CASE STUDIES SOILS STRUTS LOADING LOADS MOMENTS EMBEDMENT DEPTH CANTILEVER SINGLE PROPPED SOFT FORMATION LEVELS DIAPHRAGM DEEP LAYERED ULTIMATE LIMIT STATE MOBILISATION...

... MUFFLE BUCKETS MUFFLING LOADING DESIGN LOADS DYNAMIC DISPLACEMENT FRAGMENTS ROCKS DAMAGE SAFETY WIDENING BLAST VIBRATIONS RESERVOIRS TAIL POOLS MONITORING EXPLOSIVES EXPLOSIONS DEFORMATION GROUND ATTENUATION UPPER KOLAB ORISSA INDIA ASIA Innovative cautious...

...L J WHITWORTH; N THOMSON © Thomas Telford and ICE 1995 OVE ARUP PILES DESIGN CONSTRUCTION LOADS TESTING STARSOL TESTS METHODS FOUNDATIONS OFFICES TRIAL CLAYS PEAT PILING CONCRETE ESTIMATING CAPACITY SOFT GROUND CONDITIONS PERTH SCOTLAND UK...

...S S C LIAO; POISSON © Thomas Telford and ICE 1995 PARSONS BRINCKERHOFF BABSON COLLEGE WELLESLEY SUBGRADE REACTIONS ESTIMATING COEFFICIENTS PLANE STRAIN CONDITIONS METHODS FINITE ELEMENTS ANALYSIS BEAMS SLABS LOADED SURFACES HOMOGENEOUS ELASTIC SOILS LAYERS DESIGN...

...W G K FLEMING © Thomas Telford and ICE 1995 CEMENTATION PILING & FOUNDATIONS PILES PILING CONTINUOUS FLIGHT AUGER CFA MONITORING CONTROL FORMATION CONSTRUCTION RELIABILITY LOADS BEARING PERFORMANCE SOILS COHESIONLESS ELECTRONIC INSTALLATION MODELS BORING...