... CENTRIFUGES METHODS TESTS SAND MERSEY RIVER SAND ANCHORS INSTRUMENTS INSTRUMENTATION SOILS STRUCTURES CENTRIFUGES 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...

... PERFORMANCE CYCLONES STORMS CONDITIONS SETTLEMENT CUMULATIVE POTENTIAL INSTABILITY PARTIAL LIQUEFACTION REGIONS SUBTROPICAL TOWERS COMPLIANT CHARACTERISATION JACKETS STRUCTURES TESTS CENTRIFUGES MODELS PROJECTS NORTH WEST SHELF NORTH RANKIN A GOODWYN A © Thomas Telford...

... g at mudline level. All these constraints have called for an original design of the foundations which minimizes the overall cost of the bridge, has a small impact on the environment and requires advanced design tools to account for the pronounced soil±structure interaction under seismic conditions...

...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...

...K SOGA © Thomas Telford and ICE 1998 CAMBRIDGE UNIVERSITY EARTHQUAKES SOILS LIQUEFACTION EFFECT DAMAGE FILL MATERIALS GROUND SETTLEMENT PORTS QUAYS WALLS CONCRETE CAISSONS DISPLACEMENT PILES WAREHOUSES STRUCTURES FRACTURE MOVEMENT SUBSIDENCE SITES IMPROVEMENT...

...D MUIR WOOD; D M WOOD; SECED; AFPS © Thomas Telford and ICE 1998 BRISTOL UNIVERSITY UK SOCIETY FOR EARTHQUAKE & CIV ENG DYNAMICS ASSOCIATION FRANCAISE DU GENIE PARAS SOILS DEFORMATION PERMANENT EARTHQUAKES DESIGN STRUCTURES INTERACTION DYNAMIC SEISMIC FOUNDATIONS...

... PROGRAMS PULL OUT LOADS MOBILISATION DEFORMATION TENSILE FORCES STRUCTURES METHODS PREDICTION GROUND INSERTION LIMIT STATE GLOBAL SHEARING EXPERIMENTS RESPONSES ELASTIC BEARING CAPACITY Analysis of soil nailing using tension Proc. Instn and shear: experimental observations Civ. Engrs...

... 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...

...D M POTTS; T I ADDENBROOKE © Thomas Telford and ICE 1997 IMPERIAL COLLEGE GROUND MOVEMENT TUNNELLING INDUCED STRUCTURES TUNNELS BUILDINGS INFLUENCE STUDIES PARAMETRIC BENDING AXIAL STIFFNESS INTERACTION DAMAGE PARAMETERS DEFLECTION RATIOS STRAIN WIDTH SOILS...

...R DRISCOLL; B SIMPSON; R THOMPSON; J FINDLAY; M BOLTON; N BROOKS; EUROCODE 7 STENT FOUNDATIONS GEOTECHNICS DESIGN EUROCODES GEOTECHNICAL RULES GENERAL CODES SPREAD FOUNDATIONS SHEAR STRENGTH UNDRAINED CLAYS LONDON CLAY PILES LIMIT STATE STRUCTURES RETAINING GRAVITY...

...M J TOMLINSON; SIR B BAKER; AIREY; LEWIS; I K BRUNEL; BERNAYS © Thomas Telford and ICE 1997 METROPOLITAN RAILWAY RAILWAYS UNDERGROUND EARTH RETAINING STRUCTURES TUNNELLING TUNNELS HISTORY NINETEENTH CENTURY BEHAVIOUR CONSTRUCTION OPEN CUT CUT AND COVER METHODS...

...N A TRENTER; J A CHARLES; BRE © Thomas Telford and ICE 1996 SIR WILLIAM HALCROW BUILDING RESEARCH ESTABLISHMENT BRE FILL MODELS SPECIFICATIONS BUILDING CONSTRUCTION GROUND MOVEMENT CONTROL BEHAVIOUR MATERIALS DAMAGE BUILDINGS STRUCTURES LOW RISE SITE INVESTIGATION...

...H J LIAO; M CHENG NATIONAL TECHNOLOGY INSTITUTE TAIWAN TAIPEI GEOTECHNICS STRUCTURES UNDERPASSES CONSTRUCTION GROUNDWATER TABLES ROADS CITIES PIPEROOFED WATERTIGHT PIPEROOFS PIPES JACKED PIPEJACKING TEMPORARY RETAINING EXCAVATION SANDY LAYERS SAND SOILS GROUTING...

...D ROWBOTTOM; D THOMPSON; K JOHNSON; P G ALLEN; B G CLARKE; D WAITE; ISTRUCTE © Thomas Telford and ICE 1996 BRITISH STEEL INSTITUTION OF STRUCTURAL ENGINEERS ISTRUCTE STEEL CONSTRUCTION INSTITUTE DEW GROUP FEDERATION OF PILING CONTRACTORS SHEETPILING PERMANENT STRUCTURES...

...K S SUBBA RAO; K S S RAO; M M ALLAM; R G ROBINSON © Thomas Telford and ICE 1996 INDIAN INSTITUTE OF SCIENCE STRUCTURES RETAINING FOUNDATIONS DEEP DESIGN ANGLES FRICTION INTERFACIAL ESTIMATING ESTIMATION GEOTECHNICS FILL MATERIALS SURFACE ROUGHNESS DENSITY MOVEMENT...

...J A CHARLES; K S WATTS; BRE © Thomas Telford and ICE 1996 BUILDING RESEARCH ESTABLISHMENT BRE FILL MATERIALS COLLAPSE POTENTIAL ASSESSMENT BUILDING CONSTRUCTION DRY COMPRESSION MOISTURE CONTENT INFILTRATION WATER GROUNDWATER GROUND MOVEMENT STRUCTURES INVESTIGATIONS...

...M PULLER; C K T LEE; BS 8002; BS 8002: 1994; CP 2; CIRIA R 104; CIRIA © Thomas Telford and ICE 1996 HARRIS & SUTHERLAND CONSTRUCTION INDUSTRY RESEARCH & INFORMATION ASSOCIATION CIRIA EARTH RETAINING STRUCTURES DESIGN METHODS STANDARDS CODES PRACTICE SOILS...

... PREDICTION ADJACENT STRUCTURES SERVICES LABORATORIES SIMULATION 38 Proc. Insln Ciu. Engrs An experimental studyof pipebursting Geofech. Engng, 1995, 113,Jan., in sand 38-50 Ground Board c.EurIng D.F. Rogers, BSc, PhD, CEng, MICE, MIHT, MISTT,and D.N. Chapman, BSc, DIS, PhD Geofechnical Engineering...

... military Introduction defensive position, strategic control over the The Round Tower at Windsor is the military Thames valley which was then, as now, a main centre of the original medievalCastle. It is a artery of communication, and convenient access massive masonry structure, constructedon...

...D WAITE; B WILLIAMS; J HARRISON; J MANNING; G THOMPSON © Thomas Telford and ICE 1994 W A DAWSON KVAERNER EARL & WRIGHT PILES STEEL CORROSION GROUND ENGINEERING CORROSION ONSHORE NEARSHORE PROTECTION OFFSHORE STRUCTURES CONCRETE DESIGN RATES ANODES The Dennis...