...G C PEATTIE; M S MOJABI © Thomas Telford and ICE 1991 OVE ARUP DESIGN CONSTRUCTION BASEMENTS SHOPPING CENTRES CENTRES SHOPPING SITES CONDITIONS ALLUVIAL FLOOD PLAINS RIVERS MASONRY CULVERTS KEUPER SANDSTONE GROUNDWATER DIAPHRAGM WALLS ROCKS EMBEDDED GRABS...

...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...

...W POWRIE; ESF LI Proc. Znstn Ciu. Engrs, Part 2, 1991, 91, Dec.,853-873 PAPER 9730 Analysis of in-situ retaining walls propped at formation level GROUND BOARD The use of formation level props to support an embedded cantilever retaining wall can be advantageous in terms of minimizing thedepth...

...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...

...B J HOOK; J R KEMBLE © Thomas Telford and ICE 1991 DOBBIE WEYMOUTH & PORTLAND BOROUGH COUNCIL SEA DEFENCES DESIGN CONSTRUCTION FLOODING WALLS FLOODS SEA WALLS IMPROVEMENT INTERCEPTING CULVERTS CUT OFF ALLEVIATION OPEN CHANNELS DISCHARGES HARBOURS PERCOLATION...

...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 LIMIT EQUILIBRIUM DESIGN METHODS FREE EMBEDDED CANTILEVER WALLS GRANULAR MATERIALS SAFETY PENETRATION BENDING MOMENTS EXPERIMENTS PREDICTION DEPTH FAILURES GEOTECHNICS RETAINING MODELS TESTS...

... and good performance under gravity loads have led to its equally widespread acceptance in regions of very low seismicrisk. For a common structural arrangement, where the flat slab floor system is combined with shear walls (Fig. l(athe slab/column connection is not considered to be amajor contributor...

...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...

... and studio theatre. Foundations 2. Design commenced under some pressure in July 1981;it was essential that the lyric theatre foundations shouldbe complete as soon as possible to provide a basement retaining wall for Phase 1, the contract for which would then start (see Fig. 1). Buro Happold. 765 MORRISON...

...T EALEY; P KELLY; D WAKEFIELD; NEWTON RAPHSON HONG KONG ASIA TSIM SHA TSUI HONG KONG CULTURAL CENTRES ROOFS SYSTEMS ANALYSIS DESIGN CONSTRUCTION LATTICE SHELLS CABLES NETS MEMBERS LOADS LOADING GEOMETRY WALLS FABRICATION COLLAPSE EVALUATION SOLUTIONS NON LINEAR...

... by a multilevel central foyer and with linkage to a studio theatre. The building structure has a number of unusual and novel features: barrette foundationswere used for the first time in Hong Kong; the structure has no columns; and large open s p a m are achieved by the use of deep beam walls, long span floor...

...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...

...RT MURRAY; DM FARRAR; TRRL © Thomas Telford and ICE 1990 TRANSPORT AND ROAD RESEARCH LABORATORY TRRL M25 WALLS LATERAL FILL GROUND TIES FOUNDATIONS TENSION INSTRUMENTATION STRAIN REINFORCED MOTORWAYS VERTICAL SETTLEMENT CONDITIONS RODS INFLUENCE UNITS MOVEMENT...

... 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...

... STRESS M3 CELLS PFA ASH RETAINING STUDIES CLAYS SWELLING CONSTRUCTION JUNCTIONS FIELD PULVERISED MATERIALS WALLS FULL SCALE LONDON CLAY PRESSURE DISPLACEMENT MOTORWAYS INSTRUMENTATION TESTS FUEL EARTH LONDON SUNBURY CROSS UK Proc. Instn Ciu. Engrs, Part 1,1989,86...

...AVD BICA; H BLUM; CRI CLAYTON; PW ROWE; H KREY; J BRINCH HANSEN © Thomas Telford and ICE 1989 SURREY UNIVERSITY LIMIT EQUILIBRIUM FREE WALLS DATA EQUILIBRIUM PENETRATION MOMENTS EARTH FACTORS STRENGTH DESIGN EMBEDDED GRANULAR EXPERIMENTS FAILURES MAXIMUM SELECTION...

...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...