...D M POTTS; R A DAY; J D FINDLAY; D THOMPSON; I F SYMONS; C RAISON; T PAUL; H D ST JOHN; W H WARD; A S O BRIEN; D P NICHOLSON; K YAH; N J BROOKS © Thomas Telford and ICE 1991 USE SHEETPILES SHEETPILING RETAINING WALLS DEEP EXCAVATIONS STIFF CLAYS PARAMETRIC STUDIES FLEXIBLE...

...D M POTTS; R A DAY; ICFEP UK LONDON BELL COMMON GEORGE GREEN WESTMINSTER HOUSE OF COMMONS USE SHEETS PILES RETAINING WALLS DEEP EXCAVATIONS STIFF CLAYS SHEETPILING LONDON CLAY URBAN EFFECT CONCRETE DIAPHRAGM SOILS SECANT MOVEMENT NUMERICAL ANALYSIS FLEXIBLE...

...SW JONES; PA KIRBY; DA NETHERCOT © Thomas Telford and ICE 1987 WS ATKINS & PARTNERS SHEFFIELD UNIVERSITY COLUMNS STRENGTH IMPERFECTIONS ECCENTRIC STEEL ULTIMATE SEMI RIGID DEFLECTION ENDS RESTRAINT STIFF BEAMS STEELWORK BEHAVIOUR CURVES NON LINEAR ROTATION...

... DISTRIBUTION EQUILIBRIUM PRESSURE WATER FRICTION MOBILISED STRENGTH DESIGN FIELD MONITORING STRUCTURES TESTS LABORATORIES MODELS DEFORMATION SOILS ADHERENCE TIME PATTERNS CONDITIONS SEEPAGE STEADY COLLAPSE CANTILEVER SELECTION STIFF STRAIN GROUNDWATER CONDITIONS LONG TERM CUT...

...RW COOKE; DW BRYDEN SMITH; D W B SMITH; MN GOOCH; DF SILLETT © Thomas Telford and ICE 1982 FOUNDATIONS LOArDS SETTLEMENT TALL BUILDINGS MULTI STOREY PILES RAFTS LONDON CLAY DISTRIBUTION SYMMETRICAL EFFECT INTERACTION STIFF CLAYS BEHAVIOUR PERIPHERAL INTERNAL STIFFNESS...

...MA CRISFIELD FULL RANGE PLATES STIFF ANALYSIS UNIAXIAL STEEL PLATING COMPRESSION © Thomas Telford and ICE 1976 Corrigendum to Paper 7831 Full-rangeanalysis of steel platesand stiffened platingunderuniaxialcompression. M. A. Crisfield. Published in Proc. Znstn Civ. Engrs, Part 2...

...MA CRISFIELD; TRRL © Thomas Telford and ICE 1975 TRRL TRANSPORT AND ROAD RESEARCH LABORATORY FULL RANGE PLATES UNIAXIAL FORMULATION THIN LOADS IMPERFECT SIMPLE COMPRESSION IMPERFECTIONS STIFF PLASTICITY COLUMNS ANALYSIS STIFFENED COMPRESSION DEFLECTION MILD METHODS...

...TLL ORR EFFECT MODELS CLAYS TESTS LININGS TUNNELS DEFORMATION TUNNELLING COMPRESSION STIFF LOADS CAMBRIDGE UNIVERSITY © Thomas Telford and ICE 1975 Proc. Instn Civ. Engrs, Part 2, 1975,59, Dec., 849 7849 SYNOPSIS The effeocft lining compression on model tunnels in stiff...

...AAW BUTLER; H TOTTENHAM; RS COLQUHOUN; P BROUGHTON; PB AHM; HA BUCKHOLDT; E HAPPOLD © Thomas Telford and ICE 1973 LONG SPAN STRUCTURES STIFF LOADS CABLES BEAMS TENSILE CURVATURE ROOFS NETS MODELS 7559 DISCUSSION Long span cable roof structures A. A. W. BUTLER D r P...

...PJ CLARK; RH BASSETT; JB BRADSHAW © Thomas Telford and ICE 1973 IMPERIAL COLLEGE KINGS COLLEGE ENGINEERING AND POWER DEVELOPMENT PLATES CONTROL JOINTS SUPPORTS GIRDERS CHARACTERISTICS STRUCTURAL FRICTION DEVICES BOLTED STIFF RIGID TESTS DESIGN LOADS SUPPORTS...

..., Departmentof Civil Engineering, Imperial College SYNOPSIS The stresses in a simply-stiff framework depend onlyon its geometry and on the loading; displacements of such a frame are thengoverned by the elastic properties of its component members. In a redundant frame both the stresses and displacements depend...

...DNDG ALLEN; R T SEVERN © Thomas Telford and ICE 1960 SHEFFIELD UNIVERSITY BRISTOL UNIVERSITY STRESS FOUNDATIONS RAFTS CONCRETE SLABS ELASTIC DEFLECTION METHODS RELAXATION BENDING TWISTING MOMENTS SHEAR FORCES TRANSVERSE STIFF WALLS LOADS COLUMNS BOUNDARIES FINITE...