... cover and diameter) and disturbance factor owing to stress relaxation and blasting damage. Finite-element lower-bound limit analysis based on the distribution of stresses in a statically admissible stress field is performed with the implementation of power cone programming as a convex optimisation...

...C D E ROGERS; D N CHAPMAN; SAGASETA; VAFAEIAN © Thomas Telford and ICE 1998 BIRMINGHAM UNIVERSITY GROUND MOVEMENT TRENCHLESS PIPELAYING OPERATIONS MODELLING ANALYTICAL MODELS SOLUTIONS CLOSED FORM PREDICTION DISPLACEMENT TUNNELS THEORY ANALYSIS METHODS TESTS...

...J HEYMAN; C A COULOMB © Thomas Telford and ICE 1998 CAMBRIDGE UNIVERSITY SOILS THRUST ANALYSIS WALLS RETAINING SOIL MECHANICS MATERIALS COHESION FRICTION PHYSICAL PARAMETERS DESIGN RULES STATICS BEAMS STRENGTH ANGLES FRACTURE COLUMNS COHESIONLESS Coulomb's...

...J PAPPIN; J RAMSEY; E BOOTH; Z LUBKOWSKI; DASYS © Thomas Telford and ICE 1998 OVE ARUP PILES SEISMIC RESPONSES DESIGN STUDIES SOILS SOFT DEFORMATION EARTHQUAKES STRUCTURES WAREHOUSES BRIDGES JETTIES METHODS ANALYSIS PILING MODELLING MATHEMATICAL MODELS SHEAR...

... integration; veri®cation of the foundation bearing capacity using the fundamental results of the yield design theory3À6 for the homogenized soil volume. A step-by-step integration was required for the dynamic analysis since foundation uplift was allowed during the earthquake, resulting in a signi®cant...

... PLASTICITY IDEALISATION NUMERICAL ANALYSIS DESIGN METHODS GEOSYNTHETICS UNDRAINED FINITE ELEMENTS BASES FILL SOLUTIONS PROFILES The stability of single-stage constructed reinforced embankments on soft clay Proc. Instn Civ. Engrs Geotech. Engng, 1996, 125, Oct., 191±205 Paper 11083 C. C. Hird...

...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...

... TRANSPORT SIMULTANEOUS FINITE DIFFERENCE FIELD DISPOSAL MINES BAUXITE ANALYSIS NUMERICAL LONGITUDINAL UNDERWATER SLOPES PROFILES SEDIMENTS MODELLING MODELS Comparison of the measured and predicted performance of tailings sedimentation Proc. Instn Civ. Engrs Geotech. Engng, 1997, 125, July...

...R J BRIDLE; M C R DAVIES; CRESOL © Thomas Telford and ICE 1997 WALES UNIVERSITY CARDIFF SOIL NAILING SOILS NAILING NAILS TENSION SHEAR ANALYSIS EXPERIMENTS ASSESSMENT BOX TESTS INTERACTION PREDICTION STRENGTH REINFORCEMENT PLASTIC HINGES SLIP SURFACE COMPUTERS...

...C M HABERFIELD © Thomas Telford and ICE 1997 MONASH UNIVERSITY ROCKS SAND WEAK CEMENTED PRESSUREMETERS TESTING TESTS INSTRUMENTS INSTRUMENTATION ANALYSIS PROPERTIES MATERIALS COHESIVE FRICTIONAL BEHAVIOUR BRITTLE JOINTS BEDDING PLANES DRAINED UNDRAINED SILTSTONE...

... SETTLEMENT NUMERICAL ANALYSIS GREENFIELD DESIGN ASSESSMENT PROFILES CLAYS LONDON CLAY FINITE ELEMENTS SURFACE TROUGHS BEAMS ...

...J N KAY; T CHEN; R J MAHARAJ © Thomas Telford and ICE 1996 KYOTO UNIVERSITY RAINFALL LANDSLIDES PLOTTING DATA METHODS ANALYSIS SLOPES FAILURES RAIN WATER ASSESSMENT WARNINGS WEATHER HONG KONG HONG KONG ASIA DISCUSSION ~~ ~~ Rainfall-landslide relationship...

...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...

... MOTION SPECTRAL ANALYSIS SASW FIELD DATA RECORDING DEVICES DISPERSION CURVES DEPTH GROUND STIFFNESS PROFILES material is brought to failure. Weak rocks display a more linear stress-strain behaviour and hence the loss of stiffness with increasing strain is much less than for most soils. 3...

... PERFORMANCE ANALYSIS PRESSURE CALCULATIONS WALLS DISTRIBUTION SUPPORTS ELEMENTS A comparison between the design methods forearth retaining structures recommended byBS 8002:1994 and previously used methods c.M. Puller, DIC,FICE,FIStrucE and K. ir: Lee, BSc,PhD,MIStrucE,FGS Proc. Instn Ciu. Engrs...

...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...

... SLOPES EXCAVATIONS INSTALLATION NAILS TIEBACKS WALLS REINFORCED ANALYSIS DESIGN OPTIMISATION BRAZIL SOUTH AMERICA Experience with soil nailing in Brazil: J. A . R. Ortigao, DSc, E. M. Palmeira, DPhil, and A . C.Zirlis, EngCiuil Proc. Instn Civ. Engrs Geotech. Engng, 1995, 113,Apr., 93...

...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...

.... Thegeological level; excavation to10.3m below OGL; stress history of the clay was assumed tocom- Table 1. Soil parameters used in the analysis Parameter Slope of one-dimensional compression line inu-Zn p' space Slope of unload/reload line in U-Zn p' space Specific volume (and void ratio) on critical state line...

...M ENGLAND; W G K FLEMING QUEENS UNIVERSITY BELFAST CEMENTATION PILING & FOUNDATIONS FOUNDATIONS TESTING METHODS PROCEDURE TESTS LOADS PILING MODELS ANALYSIS PILES SPECIFICATIONS STATIC SETTLEMENT MODELLING UNLOADING SHORTENING ELASTIC DYNAMIC FAILURES Review...