...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...

...T J POSKITT Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Dec., 823-851 PAPER 9832 GROUND BOARD Energy losses in pile-driving due to soil rate effects and hammer misalignment T. J. POSKITT, PhD, DSc, FICE, FIStructE* The various factors which influence piledriving are considered. In particular...

...D WAITE; N MURE CORROSION DURABILITY CONCRETE STEEL PILES PILING INSPECTION PROTECTIVE MEASURES TESTS PROTECTION REINFORCEMENT STRENGTH © Thomas Telford and ICE 1991 Proc. Instn Ciu. Engrs, Part 1, 1991, 90, Oct., 1147-1151 DIINSFCOURSMSIAOLN WORPKILININGG PARTY Corrosion...

...A S ELNASHAI; P J DOWLING © Thomas Telford and ICE 1991 IMPERIAL COLLEGE STRENGTH COMPOSITE TUBULAR CONNECTIONS PROBLEMS ANALYTICAL MODELLING CONNECTIONS PILES SLEEVES ASSEMBLY STEEL JACKETS OFFSHORE PLATFORMS NON LINEAR CONSTITUTIVE MODELS GROUTS BEARING...

.... The generally poor ground conditions, large pile loads andstringent differential settlement requirements for the elevated structures resulted in the adoption of bored piles socketed into the Silurian bedrock or into the overlying basalts as the preferred foundation type. Pile foundations General 11...

...A G L BORTHWICK; D M HERBERT; B W WILSON; CARPENTER; KEULEGAN © Thomas Telford and ICE 1991 CIRCUMFERENTIAL PRESSURE FIXED VERTICAL CYLINDERS WAVES TESTS CYLINDRICAL PILES INERTIA COEFFICIENTS Proc. Instn Ciu. Engrs, Part 2, 1991,91, June, 365-372 DISCUSSION ON PAPER 9494...

...J B COMERFORD; D I BLOCKLEY; J P DAVIS; SIPIT © Thomas Telford and ICE 1991 BRISTOL UNIVERSITY KNOWLEDGE BASED SYSTEMS INTERPRETATION PULSES ECHOES PILES INTEGRITY TESTS ELECTRONICS DATA STORAGE MEASUREMENT DEVELOPMENT TESTING SEISMIC KNOWLEDGE HEURISTICS MODELS...

...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...

...R P STANLEY © Thomas Telford and ICE 1990 TAHIR WONG MOTT HAY & ANDERSON MOTT MACDONALD HYUNDAI DESIGN SPANS STEEL IN SITU PRECAST PLANNING FOUNDATIONS VESSELS ARTICULATION CONSTRUCTION PRESTRESSED PILES CANTILEVER BEAMS PROJECTS LOADS PROTECTION IMPACT...

...R J BUCKBY; T K SIM © Thomas Telford and ICE 1990 SIR WILLIAM HALCROW CONSTRUCTION CONCRETE PILES FORMWORK PROTECTION CONDITIONS FOUNDATIONS CAST PIERS SUPERSTRUCTURES PRESTRESSING VIADUCTS BEARINGS DRAINAGE TROPICS BRIDGES CANTILEVER LOADS PILECAPS BEAMS GEOLOGY...

... CLAYS CONCRETE TESTS SEA DEVELOPING PROJECTS DESIGN GEOLOGY ARTIFICIAL DEEP PILES SPUN LENGTH PILECAPS TROPICS PENANG MALAYSIA ASIA Proc. Instn Civ. Engrs, Part 1,1990,88, Aug., 531-549 UCTURA9L491R GERNOGUIPNEERING Penang Bridge Projec:t foundations and reclamationwork...

...CH POTHECARY; TJC CHRISTIE © Thomas Telford and ICE 1990 MRM BARNSTAPLE BRIDGES CONTINUOUS SEGMENTAL METHODS PILES DECKS COLUMNS ABUTMENTS FINISHES DESIGN PRESTRESSED GLUED FOUNDATIONS FOOTINGS BEARINGS EXPANSION LIGHTING A39 CONCRETE CANTILEVER CAISSONS SPANS...

... impact in any way? 57. What redundancy or post-damage analyses were performed? What sort of sea state for transportation was considered? Was any analysis done of the possible effects of the jackup on the pile foundation? Was all the drilling of these fields straight vertical drilling or was there any...

...CF LEUNG; R RADHAKRISHNAN; YK WONG; MJ TOMLINSON Proc. Instn Ciu. Engrs, Part 1,1989,86, June, 545-547 928E5 NDGIIRSNCOEUUESNPRSDIONGN Observations of an instrumented pile-raft foundation in weak rock C. F. Leung, R. Radhakrishnan andY. K. Wong Mr M. J. Tomlinson,Consulting Engineer Very deep...

...BR MCKENNA; G PALMER © Thomas Telford and ICE 1989 SCOTT WILSON KIRKPATRICK MAEDA HONG KONG BRIDGES CONSTRUCTION PRESTRESSED CONCRETE ROADS PILES FOUNDATIONS CHANNELS NAVIGATION CLEARANCE PIERS CAP IN SITU CANTILEVER SUPERSTRUCTURES CROSSINGS TESTS CHARACTERISTICS...

...KG BASSI; RT UNDERWOOD AUSTRALIA HUME SYDNEY MELBOURNE VICTORIA FREEWAYS SLABS CONTINUOUS OVERLAYS CAST IN PRECAST UNITS PIERS SHAFTS ROADS BRIDGES CRACKING TAPERED TAPERS BOX GIRDERS SUPERSTRUCTURES PILES ABUTMENTS HIGHWAYS MOTORWAYS ONTARIO MINISTRY...

... FLOOD PLAINS HOUSES HOUSING DEVELOPMENT STORMS ECONOMICS DAMAGE COSTS SLUICES MANUAL CONTROL SHEET STEEL PILES LANDSCAPE ENVIRONMENT MAINTENANCE PATH CHANNELS AESTHETICS RAILWAYS VIADUCTS WALLS CAPITAL PROGRAMMES LIAISON ENGINEERS WATER AUTHORITIES CONTRACTS FIFTH EDITION...

...D G E SMITH FOUNDATIONS DIESEL GENERATORS DOCKYARDS NAVAL PERFORMANCE DESIGN BLOCKS PILES RAKES INVESTIGATIONS RAFTS REMEDIAL REPLACEMENT SETS FAILURES DIFFERENTIAL DYNAMICS CHARACTERISTICS FORECASTS CALCULATIONS DESIGN LIFE METHODS ACCURACY STANDARDS CONDITIONS GROUND...