...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...

...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...

...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...

...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...

...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...

... Ganol,a preglacial estuary of the River Conwy, expected long-term differential consolidation required a novel design; the road is founded on a lean concrete raft carried on 16000 driven piles. Throughout the route careful attention has been given to hard finishes and landscaping both as seen from...

... of the start of the contract. BR had to lay new track and then connectinto theexisting track during predetermined weekends all within three months. Not only had the rail formation to be completed (part wasa PFA embankment supported by a piled raft),but three side road and pedestrian overhridges had...

...CF LEUNG; R RADHAKRISHNAN; YK WONG Proc. Instn Ciu. Engrs, Part 1,1988,84,Aug., 693-71 1 9285 GROUP ENGINEERING GROUND Observationsof an instrumented pile-raft foundation in wearkock C. F. LEUNG, PhD* R. RADHAKRISHNAN, MTech, MICE? Y.K. WONG, MSc, MICE? The behaviour of a pile-raft foundation...

...JA HEMSLEY; GE BRATCHELL; WINKLER RAFTS CIRCULAR AXISYMMETRICAL LOADING LOADS SPRINGS WINKLER SPRINGS STIFFNESS DISPLACEMENT UNIFORM BENDING MOMENTS ANALYSIS ELASTIC ELASTICITY STRUCTURES STRAIN STRESS REINFORCEMENT Proc. Instn Civ.Engrs, Part 2, 1988,SS,Mar., 195196...

...JA HEMSLEY; GD GALLETLY; WINKLER © Thomas Telford and ICE 1988 WALLS SUPERSTRUCTURES FOUNDATIONS INTERACTION SPRINGS WINKLER SPRINGS ANALYSIS RAFTS CIRCULAR TESTS PLATES ELASTIC THICKNESS DESIGN Proc. Instn Ciu.Engrs, Part 2, 1988,85, Mar., 193-194 DISCUSSION ON PAPER...

... STRUCTURES MIX CHARACTERISTICS DESIGN CEMENT CONTRACTS MANAGEMENT PROJECTS SETTLEMENT MONITORING SERVICES BASEMENTS FOUNDATIONS PILES STRESS REDUCTION RAFTS SOILS CLAYS LONDON CLAY SHEAR BEHAVIOUR ANALYSIS STRESS STRAIN EXCAVATIONS HEAVE STIFFNESS DIAGRIDS DIAPHRAGM RETAINING...

...JA HEMSLEY; WINKLER © Thomas Telford and ICE 1987 OVE ARUP PARTNERSHIP LONDON WALLS SUPERSTRUCTURES FOUNDATIONS INTERACTION ANALYSIS CIRCULAR RAFTS ELASTOSTATICS PROCEDURE CYLINDERS AXIAL SYMMETRY STRUCTURAL BEHAVIOUR CONSTRUCTION MONOLITHIC GROUND MODELLING WINKLER...

...JA HEMSLEY; WINKLER OVE ARUP PARTNERSHIP LONDON RAFTS ELASTIC LOADS CIRCULAR EDGES CLAMPED FREE WINKLER SPRINGS PRESSURE SPRINGS SPACES CONTACT VERTICAL DESIGN BEHAVIOUR BOUNDARIES BENDING MOMENTS GROUND MODELS FLEXURE CYLINDRICAL CONCRETE STORAGE TANKS...

...G PRICE; IF WARDLE; BRE © Thomas Telford and ICE 1986 BUILDING RESEARCH ESTABLISHMENT BRE CONFERENCES CENTRES QUEEN ELIZABETH II QE2 MONITORING LOADS SHARING PILES RAFTS CELLS FOUNDATIONS DESIGN COLUMNS STRESS BENDING SHAFTS CONSTRUCTION BEARING CAPACITY CAPACITY...

... MEASUREMENT RAFTS LOADS COLUMNS HIGH STRESS REDUCTION SHAFTS CAPACITY CLAYS LONDON CLAY SOILS PILES BEHAVIOUR STIFFNESS SITE INVESTIGATION GROUND PARAMETERS LABORATORIES TESTING FOUNDATIONS ECONOMICS DIAPHRAGM RETAINING WALLS INCLINOMETERS LONDON QUEEN ELIZABETH WESTMINSTER...

...N TANAKA © Thomas Telford and ICE 1986 KAJIMA CORPORATION TOKYO CONSTRUCTION PRACTICE RAFTS FOUNDATIONS MIX CONCRETE REINFORCED MATERIALS DESIGN QUALITY CONTROL STRENGTH DURABILITY CURING POURING TEMPERATURE MEASUREMENT TESTING TESTS EQUIPMENT AGGREGATES COARSE...

...JA HOOPER; A PHILIASTIDES © Thomas Telford and ICE 1986 OVE ARUP AND PARTNERS DESIGN FLEXIBLE RAFTS FOUNDATIONS OFFICES BUILDINGS ANALYSIS PLAIN LOW RISE SAND CLAYS STRATA HYDROSTATICS GROUNDWATER PRESSURE LOADS BASEMENTS SUPERSTRUCTURES COLUMNS STRUCTURES SOILS...

...NE SIMONS; JA HOOPER BAGHDAD IRAQ MIDDLE EAST Proc. Instn Ciu.Engrs, Part 1, 1985,78, Oct. Corrigendum DISCUSSION. Analysis and design of a large raft foundation in Baghdad. J. A. HOOPER. Procl Instn Ciu. Engrs, Part 1,1985,78, June, 617-623. A discussion contribution was omitted from...

...JA HOOPER; GMJ WILLIAMS; AJ POWDERHAM; WINKLER © Thomas Telford and ICE 1985 ANALYSIS DESIGN RAFTS FOUNDATIONS NUMERICAL METHODS SOILS MODULUS REINFORCEMENT MODULI COSTS INTERACTION SENSITIVITY SETTLEMENT STEEL BENDING MOMENTS SUPERSTRUCTURES WINKLER SPRINGS MODELLING...

... SETTLEMENT ANALYSIS TESTS FINITE ELEMENTS BANKS MODELS STEEL PORTAL REINFORCEMENT SUPPORTS CANTILEVER BASES MICROCONCRETE WIND TUNNELS WIND TUNNELS STEELWORK WELDING CONCRETE PILES RAFTS BUILDINGS CORES BEAMS CONTRACTS DOCUMENTATION QUALITY CONTROL SAFETY PRESTRESSED WEATHER...