...D K YOUNG; P RUTTY © Thomas Telford and ICE 1991 MOTT MACDONALD DOCKLANDS GEOTECHNICS ROADS HIGHWAYS INFRASTRUCTURE GROUND CONDITIONS DEVELOPMENT INFILL DOCKS INFILLING PILES FILL FOUNDATIONS EMBANKMENTS BRIDGES ACCESS GEOLOGY HISTORY APPROACHES FLYOVERS...

... ROCKMILLS PILES GROUTED CAST IN STEEL STANCHIONS LOADS TOP DOWN METHODS SITE INVESTIGATION FOUNDATIONS PERIMETER REMOVAL SLABS EXCAVATIONS BRISTOL THE GALLERIES RIVER FROME BROADMEAD UK Proc. lnstn Ciu. Engrs, Part 1,1991, 90, Dec., 1225-1253 PAPER 9113 GROUND BOARD Design...

... STIFFNESS PILES FLEXIBILITY BASEMENTS FOUNDATIONS LONDON CLAY NOISE VIBRATIONS DIAPHRAGM WALLING BEHAVIOUR PROPPED ANALYSIS Proc. Instn Civ. Enyrs, Part 1, 1991, 90, Dec., 1255-1277 958E5NDGIRISNCOEUESNRSDIINOGN GROUP Use of sheet pile retaining walls for deep excavations in stiff clay D. M...

... this. Measurements made during field trials on two hammers are reported, and when compared with the theory show good agreement. Introduction Dynamic pile-driving formulae have beenused by engineers for many years to design piled foundations. However, of the various methods used in geotechnical work...

...O P WILLIAMS; R A READER © Thomas Telford and ICE 1991 ROFE KENNARD & LAPWORTH WALLACE EVANS DAMS DESIGN CONSTRUCTION EMBANKMENTS FILTERS ROCKFILL QUARRIES TRANSITION FILL RIPRAP INSTRUMENTATION WATER RESOURCES DEVELOPMENT FOUNDATIONS BORROW AREAS PROBLEMS...

... of the foundations and substructure for the approach viaducts and the main bridge. The design work was subcontracted to another Trafalgar House Group company, T. H. Technology Ltd. Cleveland Structural Engineering Ltd were responsible for the steel superstructure. The design of the cable-stayed bridge was carried...

...M M ALLAM; K S SUBBA RAO; B V V SUBRAMANYA; WINKLER FRAMES SOILS INTERACTION SPRINGS WINKLER SPRINGS MODELS SUPPORT LINEAR ELASTICITY FRAMED SOIL STRUCTURE ANALYSIS ELASTIC HALF SPACE CONTINUUM BEAMS FOUNDATIONS RELATIVE STIFFNESS RATIOS VARIATIONS INTERACTIVE OPEN PLANE...

...P MCDONALD; D R JELLIE Proc. Instn. Civ. Engrs, Part 1,1991, 90, Aug., 695-731 PAPER 9637 ROADPANEL Elevated sectionof the West Gate Freeway, South Melbourne, Australia. Partl :design and construction of foundations P. MCDONALD, DipCE, BE, MEngSc, MIEAust* D.R. JELLIE, DipCE, MIEAustf...

... REDEVELOPMENT ENTERPRISE ZONES DEVELOPMENT WATER QUALITY PLANNING SITES VALUE EMPLOYMENT JOBS CREATION JOINT VENTURES GOVERNMENT WATER SPORTS FOUNDATIONS CANALS Proc. Instn Cio. Engrs, Part 1, 1991,90, June, 6 3 5 4 4 2 9451 DISCUSSION Salford Docks urban renewal:design, construction...

... AESTHETICS REINFORCEMENT STANDARDS ARTICULATION DECKS FOUNDATIONS BRIDGES RIVER DEE NEWBRIDGE CLWYD WALES RUABON CHIRK UK Proc. Instn Cio. Engrs, Part 1,1991, 90, Apr., 237-257 PAPER 9720 STRUCTUBRAULILDAINNDG River Dee Viaduct :design BOARD J. R. SAUNDERS, FIStructE, MIHT...

... and construction of the foundations, substructure and superstructure of the River Dee Viaduct at Newbridge, Clwyd, North Wales. The 350 m long viaduct, believed to be the highest multispan viaduct of its type in the United Kingdom, carries a single carriageway road across a steep valley at a height...

... TEMPORARY WORKS INSTALLATIONS PLANT METHODS EXCAVATIONS GEOLOGY CONCRETE COOLING PRECAST FOUNDATIONS TREATMENT GROUTING DRAINAGE JOINTS CLOSURES OPENINGS CONTRACTS CABLEWAYS CRANES EXCAVATING PRODUCTION TEMPERATURE CONCRETING BLOCKS POST COOLING CURTAIN BLANKETS JOINT VENTURES...

... is striking and both werevery competitive with the lowest 93 GEE 94 CONCRETE FIN-BACK BRIDGE C C U 0 0 0 N Ic 7 0 0 0 mW GEE 96 CONCRETEFIN-BACKBRIDGE 0 0 0 0 P N 97 GEE tender, based on an all-steel cable-stayed bridge. In fact, it is probable that it was the low cost of the foundations for the steel design...

...J A HEMSLEY © Thomas Telford and ICE 1990 OVE ARUP HONG KONG UNIVERSITY ELASTIC SOLUTIONS LARGE MATRIX PROBLEMS MATRICES FOUNDATIONS INTERACTION ANALYSIS INTERACTIVE METHODS SOIL STRUCTURE SYSTEMS STATIC APPLIED LOADING NUMERICAL TESTS USE DESIGN PRACTICE...

...J A HEMSLEY © Thomas Telford and ICE 1990 OVE ARUP HONG KONG UNIVERSITY APPLICATIONS LARGE MATRIX INTERACTION MATRICES ANALYSIS RAFTS FOUNDATIONS METHODS STRUCTURAL DESIGN MOMENTS FIELD SPECIFICATIONS STEEL REINFORCEMENT ESTIMATES SETTLEMENT ANGULAR DISTORTION...

... of foundations and superstructure:and Papers 9622 and 9623 the design and construction ofthe lattice shell roof. Ordinary meting, 5.30 p.in,, 23 October 1990. Written discussion closes 18 December 19% for funherdetails eep. ii. * Buro Happold. 753 HAPPOLD, MORRISON AND EALEY Introduction In the early 19th...

... 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...

...C WOODWARD EUROPE UK CULHAM BUILDINGS DESIGN CONSTRUCTION TORUS HALL HALLS NUCLEAR FUSION RESEARCH PROJECTS COOPERATION TORUS RADIATION SHIELDS BASEMENTS RAFTS FOUNDATIONS ROOFS BEAMS REINFORCED CONCRETE INSTALLATION EQUIPMENT CRANES ELECTRICAL MECHANICAL...

...J A HEMSLEY; CHEBYSHEV; FREDHOLM © Thomas Telford and ICE 1990 OVE ARUP ANTISYMMETRIC PLANE STRAIN FLEXURE FINITE STRIP FOUNDATIONS HALF SPACE EXACT ELASTIC SOLUTIONS STRIP GOVERNING EQUATIONS INTEGRAL SLOPES EXPANSION LOADS EDGES ASYMMETRIC SUPERPOSITION LOADING...

...E S MELERSKI; WINKLER © Thomas Telford and ICE 1990 TASMANIA UNIVERSITY SIMPLE COMPUTERS ANALYSIS CIRCULAR RAFTS AXISYMMETRIC LOADING ELASTIC LOADS FOUNDATIONS NUMERICAL METHODS ANNULAR CONDITIONS PLATES BEHAVIOUR SOILS BEDS MODELLING HALF SPACE SPRINGS WINKLER...