... SPACE CONTINUUM BEAMS FOUNDATIONS RELATIVE STIFFNESS RATIOS VARIATIONS INTERACTIVE OPEN PLANE SYMMETRIC TWO BAY TWO STOREY REINFORCED CEMENT CONCRETE FOOTINGS SUPERSTRUCTURES FLOORS MOMENTS HOGGING PARAMETRIC STUDIES STRIP REPRESENTATION Proc. Instn Ciu. Engrs, Part 2, 1991,91...

...J R SAUNDERS; BS 5400 © Thomas Telford and ICE 1991 TRAVERS MORGAN RIVERS VIADUCTS DESIGN CARRIAGEWAYS BYPASSES VALLEYS TOPOGRAPHY ROADS ALIGNMENT PIERS EXCAVATIONS CONCRETE FOOTINGS HOLLOW SUPERSTRUCTURES SPANS POST TENSIONED IN SITU FEASIBILITY GEOLOGY COSTS...

...Y C KOG © Thomas Telford and ICE 1990 SINGAPORE SUNTEC CITY DEVELOPMENT DESIGN LOADS DISPLACEMENT BEHAVIOUR ANCHORAGES WEATHERED SANDSTONE SHALE FOOTINGS ROCKS ANCHORS PERMANENT BUILDINGS Proc. lnstn Ciu. Engrs, Part 2, 1990,89, Dec., 565-571 TECHNNOICTEAL 533...

...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...

... Kong. 491 McKENNAANDPALMER Approach viaduct substructures 5. The approach viaducts are founded on pad footings or 1.2 m dia. cast-in- place piles. The piles were required to be socketed a minimum of 2.5 diameters into moderately decomposed rock (MDR) or better rock and to have a permanent lining which...

...A CSENKI; NR SOMERS © Thomas Telford and ICE 1988 FOUNDATIONS PRESSURE FOOTINGS COMPUTERS PROGRAMS FLOWCHARTS MICROCOMPUTERS RECTANGULAR Proc. Instn Ciu.Engrs, Part 2,1988,85,June, 369-370 DISCUSSION ON TN 485 STRUCTURENAGLINEERING GROUP Foundation pressures beneath rectangular...

...A CSENKI © Thomas Telford and ICE 1987 JP KENNY & PARTNERS LTD, LONDON FOUNDATIONS PRESSURE RECTANGULAR FOOTINGS ALGORITHMS LOADS ECCENTRIC METHODS CALCULATIONS EQUILIBRIUM EQUATIONS SOILS STRESS BIAXIAL Proc. Insrn Civ.Engrs, Part 2, 1987,83, June, 465473...

... ESTIMATES TESTS LABORATORIES STUDIES CONSOLIDATED OVER CONSOLIDATED METHODS CORRELATION DATABASES BOREHOLES DEPTH DYNAMICS PENETRATION PILES LOADS GRANULAR CEMENT RESIDUAL GNEISSIC GNEISS QUARTZ TRIAXIAL EQUATIONS CHIMNEYS WIND COMPRESSIBILITY PRESSURE BRIDGES FOOTINGS...

...SS NATHAN © Thomas Telford and ICE 1978 CANADIAN METCHEM INDIA ULTIMATE COMBINED BEHAVIOUR SOLUTIONS PRESSURE METHODS DETAILS SPACING RELATIVE REINFORCEMENT CAPACITY OPTIMUM MATHEMATICS FLEXURAL FOOTINGS COLUMNS YIELD LINE DISTRIBUTION COLLAPSE STUDIES SIDES SIZE...

... CLAYS SOILS FACTORS SAFETY FOOTINGS TRAFFIC GILLINGHAM DORSET UK © Thomas Telford and ICE 1964 Discussion on Paper No. 6656* Installation of a reinforced-concrete invert in the Gillingham (Dorset) Tunnel on the Southern Region of British Railways bY P. W. Tanner, A.M.I.C.E...

... prestressing could be employed to perform the additional function of modifyingthe natural frequency characteristics of the block, and, in particular, of avoiding astate of resonance inthe main beams over the condensers. FOOTING 3. The High Mamham block footings are of solid concrete and are taken a minimumof 4...

... foundation type;snamely, spread footings, rafts, piles, piers, and combined raft-and-pile foundations. Examples andillustrationsare drawn from manyparts of the world, including New York, Chicago, Shanghai, Sao do, and Mexico City, and cover a wide diversity of soil conditions. The Paper includesome remarks...

...R E GIBSON; P LUMB © Thomas Telford and ICE 1953 NUMERICAL PROBLEMS CONSOLIDATION CLAYS METHODS CYLINDERS CIRCULAR FOOTINGS ACCURACY 182 GIBSON AND LUMB OX NUMERICAL SOLUTIOW OF Paper No. 5877 "Numerical Solution of Some Problems in the Consolidation of Clay " bY Robert Edward...