...-inspired plates modelled after Heterodon nasicus, Leptophis ahaetulla and Cerastes cerastes with varying surface textures characterized by different length-to-height (L/H) ratios, along with a smooth reference plate for comparison. To evaluate the influence...

...-element method laboratory tests modelling particle image velocimetry shear plane shear stress distribution undrained shear strength vane shear test The principle of VST involves slowly inserting a cross-shaped vane into the soil and rotating it at a constant rate. The torque is measured...

... additives. This led to recognition of the structures, in addition to a high frequency of sand channels within the Upper Lambeth Group strata. The monitoring led to validation of the pre-construction geological model and, in conjunction with inspection of the tunnel face during scheduled interventions...

...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...

...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...

...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...

...D J RICHARDS; W POWRIE; J R T PAGE © Thomas Telford and ICE 1998 SOUTHAMPTON UNIVERSITY GUILDFORD CHAMBERS RETAINING WALLS INVESTIGATIONS INSTALLATION PERFORMANCE CENTRIFUGES MODELLING TECHNIQUES MODELS GEOTECHNICAL TESTS EMBEDDED DIAPHRAGM GROUNDWATER LEVELS PANELS...

...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...

...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...

...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...

... 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...

...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...

... BRIDGES WALLS RETAINING PILES RESPONSES LIQUEFACTION PERFORMANCE GEOTECHNICS MATERIALS MODELLING MODELS SOIL PROPERTIES NUMERICAL PREDICTION Permanent soil deformations after Proc. Instn earthquakes ± implications for design Civ. Engrs Geotech. Engng, 1998, 131, Jan., 1±3 D. Muir Wood Six...

... 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...

... below. Computer modelling 19. The column of backfill directly beneath a point on the surface, for which a settlement prediction is required, will be madeup of material placed over a considerable period of time. It is unlikely that this material will have been placed layer-upon-layer over the whole...

... the determinationof the 5. Threedifferentconstructionsequences required depthof embedment. were investigated: (a) Construction in open cut, with one level of Input parameters temporary props.Excavation to 5.5m Materials properties below OGL; installation of temporary 7. The soil was modelled using a finite props a t...

...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...

...G V R WATSON; D R CARDER; MOHR COULOMB; CRISP; TRL © Thomas Telford and ICE 1994 TRANSPORT RESEARCH LABORATORY TRL WALLS RETAINING PILES PROPPED BORED PERFORMANCE CONSTRUCTION FIELD MONITORING FINITE ELEMENTS ANALYSIS MODELS MEASUREMENT GROUND MOVEMENT TOTAL LATERAL...