... COMPONENTS EXPERIMENTS CONCRETE CYLINDERS SANDWICH PARAMETRIC STUDIES DESIGN REGULATIONS FORMULAE LENGTH DIAMETER RATIOS EFFECT RADIAL STRESS GROUTED BONDS SLIP TESTS PARAMETERS SAFETY BIAXIAL SPRINGS Proc. InstnCiu. Engrs, Part 2, 1991,91, Sept., 317-398...

...P G SAMUELS; K SIVALOGANATHAN; CHNLFLOW © Thomas Telford and ICE 1990 FLUIDMECH SOFTWARE BACKWATER LENGTH RIVERS COMPUTERS SOFTWARE FLOW CALCULATIONS CHANNELS Proc. Instn Ciu. Engrs, Part 2, 1990,89, Dec., 581-583 DISCUSSION ON PWA9P4AE7T9NREGRINEERING GROUP Backwater...

...W H HAGER; N KAWAGOSHI © Thomas Telford and ICE 1990 SWISS FEDERAL INSTITUTE OF TECHNOLOGY HIROSAKI UNIVERSITY HYDRAULIC JUMP ROUNDED DROP STILLING BASINS ENERGY DISSIPATION FLOW CONFIGURATION WAVES TAILWATER EXPRESSIONS LENGTH DEPTH ROLLERS DATA ANALYSIS EFFECT...

... 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...

...N RAJARATNAM; RL POWLEY © Thomas Telford and ICE 1990 ALBERTA UNIVERSITY HYDRAULIC JUMP FLOW TWO LAYER LABORATORIES LAYERS EXPERIMENTS CHANNELS HORIZONTAL FREE SUBMERGED SLOPING THEORY PREDICTION EQUATIONS VERTICAL LENGTH CHARACTERISTICS INTEGRAL MOMENTUM...

...FW WILLIAMS; G SHARP © Thomas Telford and ICE 1990 CARDIFF COLLEGE WALES UNIVERSITY MID GLAMORGAN COUNTY COUNCIL SIMPLE ELASTIC LOADS EFFECTIVE LENGTH CALCULATIONS MULTI STOREY RIGID SWAY FRAMES STANDARDS DESIGN WIND INDUCED DEFLECTION METHODS THEORY AMPLIFIED...

...P G SAMUELS © Thomas Telford and ICE 1989 BACKWATER PARAMETERS ESTIMATES STATIONS STRUCTURES SOLUTIONS EQUATIONS HYDRAULICS UPSTREAM LOCATION PHYSICAL AUTOMATIC LENGTH CHANNELS GAUGING RECORDS CANALS APPROXIMATE HYDRODYNAMICS MODELS INFLUENCE BOUNDARIES PUMPS LAND...

...S ALI; AW PAGE; J SPRINGFIELD CONCENTRATED LOADS SOLID MASONRY WALLS PARAMETRIC STUDIES DESIGN RECOMMENDATIONS LOCAL BEARING STRESS PLATES CONFINED MODES FAILURES BRITTLE MATERIALS METHODS LENGTH ENHANCEMENT MECHANISMS ECCENTRIC © Thomas Telford and ICE 1989...

...N RAJARATNAM; L FLINT PETERSEN; REYNOLDS © Thomas Telford and ICE 1989 ALBERTA UNIVERSITY EDMONTON BC HYDRO VANCOUVER LOW REYNOLDS NUMBERS CIRCULAR TURBULENT JETS EXPERIMENTS PHOTOGRAPHY BEHAVIOUR SUBMERGED WATER WALLS VARIATIONS INITIAL LAMINAR LENGTH RATE GROWTH...

.... 2. Of the 35 cases, 24 related to permanent anchorages (protected and unprotected) and 11 applications were temporary with no designed protection other than cement grout cover for the fixed length and on occasions a decoupling sheath over the free length. 3. Generally speaking, corrosion failures...

...DA GREENWOOD; TA MCNULTY © Thomas Telford and ICE 1987 CEMENTATION RESEARCH LTD CEMENTATION PILING & FOUNDATIONS ANCHORAGES GROUND SHEAR TUBES ANCHORS LOADS STRAIN DISTRIBUTION CAPACITY LENGTH BONDING MATERIALS FIELD TESTING AXIAL CONVENTIONAL STRESS Proc...

...P MONTAGUE © Thomas Telford and ICE 1986 MANCHESTER UNIVERSITY COMPOSITE VESSELS DEEP WATER OPERATION DAMAGE LENGTH SHELLS STEEL CONCRETE CONSTRUCTION PRESSURE EXTERNAL DESIGN MATERIALS STRENGTH BUOYANCY RESEARCH EXPERIMENTS RATIOS PERFORMANCE SKIN TESTS...

...GD MATTHEW; REYNOLDS © Thomas Telford and ICE 1986 ABERDEEN UNIVERSITY VELOCITY FRICTION FACTORS TURBULENT FLOW PIPES SMOOTH MIXING LENGTH FLUIDS WALLS REYNOLDS NUMBERS NUMBERS EQUATIONS PROFILES Proc. Instn Ciu.Engrs, Part 2,1986,81,June, 277-290 PAPER 9028...

.... Thevelocity decay and other mean characteristics of the jet are studied experimentally.Modifiedscales for velocityandwidthof thejethavebeenintroducedtoattain similarity ofthe flow field. Notation length scale inX-y plane of symmetry coefficientof skin friction jet diameter momentum fluxat the emux section...

...RD STURROCK © Thomas Telford and ICE 1985 CRENDON STRUCTURES LTD COMPUTERS ANALYSIS REINFORCED CONCRETE SECTIONS BIAXIAL BENDING AXIAL LOADS ULTIMATE MOMENTS RESISTANCE AXIS DESIGN PROCESS INTERACTIVE STRAIN COMPATIBILITY STRIP LENGTH CONCRETE FORCES STEEL...

... FLOW EMPIRICAL CLOSURES PROBLEMS VALUE LENGTH MIXING Proc. Instn Civ. Engrs, Part 2, 1985,19,June, 235-246 PAPER 8812 WATER GERNOGUINPEERING A note on the determinationof vertical turbulent transportcoefficients in apartially mixed estuary J. R. WEST, PhD, CEng, MICE* D. W. KNIGHT, PhD,MICE...

... FLEXIBLE RIGID MESHES HEIGHT STOREYS LENGTH THICKNESS CORRIDORS OPENINGS RATIOS SPANS EXTENSIONS Pror. lnstn Ciu. Engrs, Part 2,1984,77,June. 195-210 PAPER 8771 Effect of local elastic wall deformations on the interactionbetween floor slabs and shear walls A. COULL, BSc, PhD, FRSE, FICE...

...B STAFFORD SMITH; B STAFFORD SMITH; A ABATE; ST VENANT © Thomas Telford and ICE 1984 MCGILL UNIVERSITY MONTREAL PRATT AND WHITNEY EFFECT SHEAR DEFORMATION CENTRES OPEN SECTION THIN WALLED THIN WALLS MEMBERS TORQUE LOCATION STIFFNESS MATRIX MATRICES LENGTH ANALYSIS...

...AE NAYLOR © Thomas Telford and ICE 1984 GREATER MANCHESTER COUNCIL IMPROVEMENT RUNWAYS AIRPORTS MANCHESTER AIRPORT CONSTRUCTION STRENGTHENING EXTENSIONS ASPHALT MARSHALL HARD TAXIWAYS SHOULDERS INSTALLATION LIGHTING SYSTEMS TRAFFIC LENGTH PAVEMENTS PAVED RIVERS...

... results, and how these data for a small bond length cbane used to obtain the slip,steel stress and bond stress distribution curves along a lengothf bar. Suggestions are made regarding the useof steel stress distribution curves to study the effect of elevated temperatures o n the anchorage length...