...-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...

... Limited 2025 Emerald Publishing Limited Licensed re-use rights only discrete-element method laboratory tests modelling particle image velocimetry shear plane shear stress distribution undrained shear strength vane shear test C_u compressive strength...

... 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...

...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...

...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...

... 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...

... 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...

... OPEN CUT PROPS TOP DOWN CREST INSTALLATION MOVEMENT LIMITING FORMATION LEVELS BENDING MOMENTS FLEXURE DEFLECTION LOADS INTERACTION METHODS GEOMETRY UNDERPASSES MODELLING MODELS MESHES BOUNDARIES CONDITIONS STRESS STATE Finite element analysiosf construction sequences...

...M ENGLAND; W G K FLEMING © Thomas Telford and ICE 1994 QUEENS UNIVERSITY BELFAST CEMENTATION PILING & FOUNDATIONS FOUNDATIONS TESTING METHODS PROCEDURE TESTS LOADS PILING MODELS ANALYSIS PILES SPECIFICATIONS STATIC SETTLEMENT MODELLING UNLOADING SHORTENING...

...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...