...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 © Thomas Telford and ICE 1990 JET JOINT UNDERTAKING MERZ MCLELLAN BUILDINGS DESIGN CONSTRUCTION TORUS HALL HALLS NUCLEAR FUSION RESEARCH PROJECTS COOPERATION TORUS RADIATION SHIELDS BASEMENTS RAFTS FOUNDATIONS ROOFS BEAMS REINFORCED CONCRETE...

...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 © Thomas Telford and ICE 1989 SCOTT WILSON KIRKPATRICK FOUNDATIONS DIESEL GENERATORS DOCKYARDS NAVAL PERFORMANCE DESIGN BLOCKS PILES RAKES INVESTIGATIONS RAFTS REMEDIAL REPLACEMENT SETS FAILURES DIFFERENTIAL DYNAMICS CHARACTERISTICS FORECASTS...

... 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 © Thomas Telford and ICE 1988 SINGAPORE NATIONAL UNIVERSITY PORT OF SINGAPORE AUTHORITY ROCKS PILES RAFTS BEHAVIOUR WEAK BUILDINGS TALL MULTI STOREY TOWER BLOCKS EARTH PRESSURE CELLS LOADS PORE SETTLEMENT GAUGES TESTS TRANSFER...

...JA HEMSLEY; GD GALLETLY; WINKLER Proc. Instn Ciu.Engrs, Part 2, 1988,85, Mar., 193-194 DISCUSSION ON PAPER 9111 STRUCTURAELNGINEERINGGROUP Influence of wall superstructure on the foundation interactionanalysis of a circular raft J. A. Hemsley Professor G.D. Galletly, The University ofLiverpool...

...JA HEMSLEY; GE BRATCHELL; WINKLER © Thomas Telford and ICE 1988 Proc. Instn Civ.Engrs, Part 2, 1988,SS,Mar., 195196 DISCUSSION ON PAP9E0RS8T3RUCTURAENLGINEERINGGROUP Elastic solutionsfor axisymetrically loaded circular raft with freeor clamped edges founded on Winkler springsor a half...

... been concreted onlyto the underside of the future raft foundation, and a steel stanchion placed into each open bore. These stanchions woulbde usedto support thefloors as work proceeded. 19. By late March 50% (1000 m')of the level 2 slab had been cast using a plywood soffit laid directly on to blinding...

...JA HEMSLEY; WINKLER Proc. lnstn Civ. Engrs, Part 2,1987,83, Mar., 115142 PAPER 9111 STRUCTURAL ENGGRIONUEEPRING Influence of wall superstructure on the foundation interactionanalysis of a circular raft J. A. HEMSLEY, MEng, PhD, DIC,MICE, MIStructE* A concise analytical procedure is described...

...JA HEMSLEY; WINKLER © Thomas Telford and ICE 1987 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...

... to problems of differential settlement and tilt. Methods of assessing these movements and a comparison with measured movements are presented. The design of the basement raft was complicated by high local column loads at its perimeter. A novel solution was developed by making useof stress reducing piles...

...G PRICE; IF WARDLE; BRE Proc. Instn Cio. Engrs, Part 1, 1986,80, Dec., 1505-1518 9139 GROUP ENGINEERING GROUND Queen ElizabethI1 Conference Centre: monitoring of load sharing between piles and raft G. PRICE, MPhil, MICE, MIMechE, MinE* I. F. WARDLE, BSct Load cells wereinstalled in the raft...

...N TANAKA CONSTRUCTION PRACTICE RAFTS FOUNDATIONS MIX CONCRETE REINFORCED MATERIALS DESIGN QUALITY CONTROL STRENGTH DURABILITY CURING POURING TEMPERATURE MEASUREMENT TESTING TESTS EQUIPMENT AGGREGATES COARSE FINE BAGHDAD IRAQ MIDDLE EAST Proc. Instn Ciu...

...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 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 p. 618 and reads as follows...

...JA HOOPER; GMJ WILLIAMS; AJ POWDERHAM; WINKLER Proc. lnstn Ciu. Enyrs, Part 1, 1985.78,Jun., 617423 DISCUSS8I6O7N8 ENGRINOEUENRDING GROUP Analysis and designof a large raft foundation in Baghdad J. A. Hooper Mr G .M. J. Williams, Scott, Wilson Kirkpatrick and Partners I served an apprenticeship...

... was particularlyuseful in defining areas of maximum loading intensity under deadli,ve and wind loading conditions. They occur in two bandasbout 7 m wide at the edgeof the raft and below the core wall, and enabled the piles to be placed in a logical distribution rather than the traditional uniform spacing. 5. It seems...