...W POWRIE; ESF LI © Thomas Telford and ICE 1991 QUEEN MARY & WESTFIELD COLLEGE LONDON UNIVERSITY ANALYSIS IN SITU RETAINING WALLS PROPPED FORMATION LEVELS PROPS EMBEDDED CANTILEVER MINIMISATION DEPTH BEHAVIOUR LIMIT EQUILIBRIUM FINITE ELEMENTS CENTRIFUGES MODELS...

...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...

... of the River Frome which crosses the site in a masonry culvert. Fill and estuarine alluvium overlie Keuper Sandstone with high groundwater levels. Beforeconstruction work could begin, over 100existing piles, whichobstructed theline of the perimeter wall and the basement piles, had to be removed. The 400 m long...

...J M ROTTER; J U OOI; G MATHIESON; M J BLACKLER; G E BLIGHT © Thomas Telford and ICE 1991 DEFECTS METHODS ESTIMATING DESIGN LOADING SILOS STRESS PRESSURE STRAIN MEASUREMENT ARCHING WALLS FRICTION HOPPERS TEMPERATURE SURCHARGE LOADS SOLIDS CIRCUMFERENTIAL VARIATIONS...

... FINITE ELEMENTS FAILURES CRACKS BENDING ULTIMATE COMPRESSION SUPPORT SPANDRELS PARAPETS WALLS SOILS TRANSVERSE SENSITIVITY MOVEMENT ABUTMENTS PIERS DEFECTS CONVERGENCE Proc. Instn Ciu. Engrs, Part 2,1991, 91, Sept., 617430 DISCUSSION ON PAP9E5RS7T5RUCTURAENLGINEERING An energy method...

... of the Beach, are described: stage 1improvements to the existing sea wall at thesouthernend of the Beach; stage 2-the construction of an intercepting culvert and cut-off behind the properties in Chiswell,leading to an open channel that discharged into Portland Harbour, the system being designed to intercept...

...R ROYLES; A W HENDRY © Thomas Telford and ICE 1991 MODELS TESTS MASONRY ARCHES BRIDGES SPANS STRUCTURAL BEHAVIOUR EFFECT STRENGTH FILL SPANDRELS ACOUSTICS EMISSIONS TECHNIQUES METHODS RESPONSES APPLIED LOADS RISE RATIOS VAULTS SEMICIRCULAR DEFLECTION WINGS WALLS...

...A K H KWAN © Thomas Telford and ICE 1991 HONG KONG UNIVERSITY ANALYSIS COUPLED WALLS FRAMES STRUCTURES METHODS SHEAR DEFORMATION CORES TORSION LOADS SOLID ELEMENTS RIGID ARMS WIDE COLUMNS STIFFNESS MATRIX BEAMS MATRICES ROTATIONAL DEGREES FREEDOM Proc. Instn...

...A V D BICA; C R I CLAYTON; I F SYMONS; R J MAIR; W POWRIE; B SIMPSON; M J GUNN Proc. lnstn Ciu. Engrs, Part 1, 1991, W,Feb., 209-229 9444ENDGGISRINCOEUUESNPRSDIONNG Limit equilibrium design methods for free embedded cantilever walls in granularmaterials A. V. D. Bica and C. R.I. Clayton Dr Clayton...

... CONTROL BOUNDARIES CONDITIONS SIMULATION PROTOTYPES INFLUENCE DEFORMATION CHARACTERISTICS CAPACITY CONNECTIONS ASPECT RATIOS REINFORCEMENT SIZE STRUCTURAL METHODS SHEARHEADS SHEAR HEADS FAILURES PREDICTION FLOORS WALLS SELECTION PATTERNS DEFLECTION RESPONSES RESEARCH Proc...

... using stiff concrete diaphragm or secant pile walls. Research has shown that, as wall flexibilityincreases, there is increased freedom for stresses imposed by the soil to redistribute and reduce the structrual forcesin the wall. Unfortunately, this beneficial effect iasccompanied by greater wall...

...E HAPPOLD; J MORRISON; T EALEY © Thomas Telford and ICE 1990 BURO HAPPOLD CULTURAL CENTRES DESIGN CONCERTS HALLS THEATRES FOYERS BARRETTES FOUNDATIONS BEAMS WALLS FLOORS ROOFS CABLES NETS RIGIDISED WIND TYPHOONS JOINT VENTURES COUNTRIES DEVELOPING TSIM SHA...

...T EALEY; P KELLY; D WAKEFIELD; NEWTON RAPHSON © Thomas Telford and ICE 1990 BURO HAPPOLD CULTURAL CENTRES ROOFS SYSTEMS ANALYSIS DESIGN CONSTRUCTION LATTICE SHELLS CABLES NETS MEMBERS LOADS LOADING GEOMETRY WALLS FABRICATION COLLAPSE EVALUATION SOLUTIONS NON...

...E PUGH; J MORRISON © Thomas Telford and ICE 1990 BURO HAPPOLD HO HAPPOLD CULTURAL CENTRES FOUNDATIONS SUPERSTRUCTURES THEATRES AUDITORIA WALLS PERIMETER FOYERS DEEP BEAMS ROOFS CANTILEVER CONSTRUCTION DESIGN CONCERTS HALLS TSIM SHA TSUI HONG KONG HONG...

...CJFP JONES; CEGB; JB CRIPWELL; DI BUSH © Thomas Telford and ICE 1990 NEWCASTLE UNIVERSITY CENTRAL ELECTRICITY GENERATING BOARD NETLON CEGB REINFORCED STRUCTURES SOFT PULVERISED FILL DRAINAGE WALLS RECORDING GRIDS CERTIFICATES GEOGRIDS CORROSION EARTH ROADS SOILS...

... of a reinforced soil wall constructed over poor ground on the M25 motorway at Waltham Cross. The study showed that the lateral and vertical earth pressures directly behind the facing were much less than would be produced by the weight of overburden. This behaviour was attributed to the influence of backfill...

... ELEMENTS LOADS WALLS ITERATIVE Proc. Instn Ciu. Engrs, Part 2,1990,89, Mar., 89-102 PAPER 9489 STRUCTURAL ENGGRIONUEEPRING Hypothesis for shear failure in masonryjoints J. R. RIDDINGTON, BSc, PhD, MICE* M. Z . GHAZALI, MSc, PhD, MIEMf A hypothesis for shear failure in masonry jointsis presented...

...AVD BICA; H BLUM; CRI CLAYTON; PW ROWE; H KREY; J BRINCH HANSEN Proc. Instn Ciu. Engrs, Part 1,1989,86, Oct., 879-898 9444 GROUP ENGINEERING GROUND Limit equilibrium design methods for free embedded cantilever walls in granular materials A. V. D. BICA, MSc* C. R.I. CLAYTON, MSc, PhD* This Paper...

... duringswelling. The lateral pressures measuredon bothwalls increased rapidly to reach maximum valueasbout 5-6 months after the startof swelling.The average total lateral pressures measuredon the concreteand metal walls werethen about 98 kPa and 70 kPa respectively which compares with corresponding values of 47...

...NK SUBEDI © Thomas Telford and ICE 1989 DUNDEE UNIVERSITY REINFORCED CONCRETE BEAMS PLATES REINFORCEMENT SHEAR VERTICAL STIRRUPS STRESS COUPLING WALLS STRUCTURES STUDIES COMPOSITE REINFORCING BARS BENDING MOMENTS STRUCTURAL BEHAVIOUR CONSTRUCTION THEORY METHODS...