...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...

...R N TAYLOR © Thomas Telford and ICE 1998 CITY UNIVERSITY TUNNELS BEHAVIOUR MODELLING GEOTECHNICAL CENTRIFUGES MODELS TUNNELLING GROUND MOVEMENT STABILITY EXCAVATIONS RESPONSES Modelling of tunnel behaviour R. N. Taylor, MA, PhD, CEng, MICE Proc. Instn Civ. Engrs Geotech...

...P J CULLIGAN; D A BARRY © Thomas Telford and ICE 1998 MASSACHUSETTS TECHNOLOGY INSTITUTE MIT EDINBURGH UNIVERSITY CENTRIFUGES GEOTECHNICAL MOVEMENT MODELLING NON AQUEOUS PHASE LIQUIDS NAPL TRANSPORT SIMILITUDE MODELS GEOTECHNICS MEDIA POROUS SCALING STUDIES...

...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...

... model anchors installed vertically in the ground. All tests undertaken on the geotechnical centrifuge ensured that the anchors were correctly subjected to ®eld-scale stresses. Keywords: anchors & ancorages; models (physical); research & development Introduction In the design of grouted ground anchorages...

...C SAVVIDOU; P J CULLIGAN © Thomas Telford and ICE 1998 CITY UNIVERSITY MASSACHUSETTS TECHNOLOGY INSTITUTE MIT CENTRIFUGES MODELLING GEOENVIRONMENTAL PROBLEMS APPLICATIONS GEOTECHNICS CONTAMINANTS TRANSPORT MODELS ENVIRONMENT POLLUTANTS POLLUTION MIGRATION LANDFILL...

...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 © Thomas Telford and ICE 1998 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...

...D J RICHARDS; W POWRIE; J R T PAGE © Thomas Telford and ICE 1998 SOUTHAMPTON UNIVERSITY GUILDFORD CHAMBERS Investigation of retaining wall installation and performance using centrifuge modelling techniques Proc. Instn Civ. Engrs Geotech. Engng, 1998, 131, July, 163±170 Paper 11328 D. J...

... TRIALS FIELD EARTHWORKS DESIGN COST EFFECTIVE OPERATIONS MODELS MODELLING MCV MOISTURE CONDITIONS VALUE IN SITU SUCTION METEOROLOGY SCOTLAND UK Forecasting soil acceptability using ground and meteorological data I. G. N. Smith, BEng, PhD, J. Oliphant, BEng, PhD, CEng, MICE, S...

...A B FOURIE; M G ANDERSON; J HARTSHORNE; D M LLOYD; A OTHMAN; CHASM; GREEN; AMPT © Thomas Telford and ICE 1998 BRISTOL UNIVERSITY PERUNDING ZNA KUALA LUMPUR SLOPES INSTABILITY RAINFALL INDUCED PREDICTION STABILITY SOILS METHODS MODELS COMPUTERS Predicting rainfall-induced...

...) earthquake in 1995, where a large proportion of caisson walls throughout the port of Kobe were severely damaged. The nature of seismically induced wall displacement is described and techniques are outlined for use in design. A comprehensive model for the seismic design process for retaining walls is proposed...

... STRENGTH INERTIA FORCES HYDRODYNAMICS WATER PRESSURE DRIVEN HOLLOW STEEL SOIL NAILING NAILS NAILING GEOTECHNICS RESPONSES VERIFICATION BEARING CAPACITY FINITE ELEMENTS MODELS STEP BY STEP INTEGRATION PROFILES ANALYSIS NON LINEAR RION ANTIRION PATRAS GREECE EUROPE...

...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...

...D MUIR WOOD; D M WOOD; SECED; AFPS SOILS DEFORMATION PERMANENT EARTHQUAKES DESIGN STRUCTURES INTERACTION DYNAMIC SEISMIC FOUNDATIONS BRIDGES WALLS RETAINING PILES RESPONSES LIQUEFACTION PERFORMANCE GEOTECHNICS MATERIALS MODELLING MODELS SOIL PROPERTIES NUMERICAL...

...cult to select a characteristic pile capacity from a design model, because these models are not in general very good at predicting ultimate loads, and because their quality varies considerably. However, I consider that the logic of using a factor of 1´5 only for selected methods to derive equation (8...

... PROGRESSIVE EFFECT IN SITU BEHAVIOUR SOILS SEABED STRENGTH STRESS STRAIN MODELS STRATIGRAPHY PILES CAPACITY STRUCTURES INTERACTION EKOFISK NORTH SEA Geotechnical aspects of subsidence related to the foundation design of Eko®sk platforms Proc. Instn Civ. Engrs Geotech. Engng, 1997, 125...

... to facilitate slurry dilution. For a given analysis, in¯ow is treated as steady through¯ow and a reservoir spill is considered at a constant rate. The relatively low concentration of solids and the small grain size of bauxite tailings allow modelling of the sedimentation phenomenon by considering...

...M L LINGS © Thomas Telford and ICE 1997 BRISTOL UNIVERSITY PILES SAND SHAFTS RESISTANCE DRIVEN PREFORMED PREDICTION METHODS EMPIRICAL TENSION TESTS SHEAR STRESS SOILS PENETRATION DESIGN DISPLACEMENT RESIDUAL MODELS LOADS DENSITY FAILURES COMPRESSION EARTH...

.... This appears to imply that the ultimate pile resistance predicted by a suitable design model can be taken as the characteristic pile resistance. The commentary of AUSTROAD (1992)6 also implies that, for a range of design models, Rk = R The EC-7 (1993)4 application rules for pile designbased on soil testing...