... of its installation, one after 1´8 days and one after 17 days. Finally, a tension (pull-out) test was carried out after 24 days. The loading tests showed that there was a signi®cant increase in both the ultimate shaft and base capacity with time and that about 60% of the total pile capacity was achieved...

...C M MERRIFIELD; J M CAREY © Thomas Telford and ICE 1998 MANCHESTER UNIVERSITY BECHTEL WATER TECHNOLOGY Behaviour of ground anchorages under cyclic loading C. M. Merri®eld, BSc(Eng), PhD, CEng, MICE and J. M. Carey, BSc, MEng, PhD j In the design of grouted ground anchorages...

...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...

... 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...

... IN FULL DISPLACEMENT SHEAR MODULUS ELASTICITY LOADING STRAIN THEORY CONDITIONS EXPANSION CAVITY CLAYS SAND ROCKS DRAINED UNDRAINED SOILS SOIL PROPERTIES PROBES STRENGTH MENARD ANGLES SHEARING RESISTANCE PRESSUREMETER TESTING PART I1 tion of settlement from penetrometer tests...

... 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...

... powerhouse without causing any visible or invisible damage to the powerhouse complex due to ground vibration or fly rock. A muffle bucket, designed on the basis of dynamic load concept was used both for the muffling and loading operations.The bucket displacement due to throw of rock fragments and the average...

...D S PENNINGTON © Thomas Telford and ICE 1995 BRISTOL UNIVERSITY ARUP GEOTECHNICS PILES TRIAL DATA POST CONSTRUCTION EVIDENCE PERFORMANCE CAST IN IN SITU PILING INFLUENCE THERMAL STRAIN INTEGRITY RESIDUAL SHAFTS FRICTION TENSILE CRACKING LOADING INSTRUMENTATION...

...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...

...A K C SMITH © 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 MOVEMENT...