... TESTS CENTRIFUGAL MODELLING STRESS DISTRIBUTION BENDING MOMENTS POST CONSTRUCTION SOILS PORE WATER PRESSURE MOVEMENT LOADS CALCULATIONS LIMITS STABILITY Proc. Znstn Ciu. Engrs, Part 2, 1991, 91, Dec.,853-873 PAPER 9730 Analysis of in-situ retaining walls propped at formation level...

...L A MARTIN; W R C MYERS; MANNING; DARCY WEISBACH © Thomas Telford and ICE 1991 I G DORAN ULSTER UNIVERSITY AT JORDANSTOWN MEASUREMENT OVERBANK FLOW COMPOUND RIVERS CHANNELS EXPERIMENTS VELOCITY DISTRIBUTION DISCHARGES FLOOD PLAINS MOMENTUM TRANSFER CAPACITY RESISTANCE...

... ITERATIVE METHODS PREDICTION DISPLACEMENT CONFIGURATION EQUILIBRIUM CONVERGENCE CHARACTERISTICS TESTS NODAL RINGS EFFECTIVE DISTRIBUTION PASSIVE LATERAL FILL PRESSURE MOVEMENT BRICKS STONE RAILWAYS TAPERED TAPERS BRIDGEMILL BARGOWER PRESTON UK Proc. Instn Cic. Engrs...

... STRESS PORE PRESSURE CALCULATIONS METHODS DISTRIBUTION MODELS POROELASTIC SUBMARINE UNDERWATER Proc. Instn Cio. Engrs, Part 2, 1991, 91, Dec., 771-794 PAPER 9779 BOARD MARITIME Wave-induced failureof poroelastic seabed slopes: a boundary element study W. RAMAN-NAIR, BSc, MEng,PhD* G .C .W...

... requirements. Testing programme Routine testing 7. Classification. The particle size distribution, obtained by both wet and dry sieving, of the material tested isgiven in Fig. 1. The two curves obtained were substantially the same. The slightly coarser grading of the dry test is probably attributable...

...R A FALCONER; Y GUOPING; G YU EFFECT DEPTH BEDS SLOPES SCALING TIDAL CURRENTS TIDES EXCHANGE LABORATORIES MODELS HARBOURS VELOCITY DISTRIBUTION COEFFICIENTS PHYSICAL SINGLE ASYMMETRIC ENTRANCES SHAPE CONDITIONS TESTS INFLUENCE MEAN VERTICAL SCALE DISTORTION EBB...

...H O ANWAR Proc. Instn Civ. Engrs, Part 2, 1991, 91, Sept., 4 3 5 4 9 PAPER 9711 WATER BOARD Spread of a surface plumein the decelerating phase of coastal water H. 0.ANWAR, Dr-Ing* The distribution of temperature in a warm water plume discharging from an outfall into a tidal current was measured...

...H DUEN; D HO; H L CHI; C H LIU; BS 5400 Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Sept., 4 5 1 4 7 6 PAPER 9715 STRUCTUBRGAURLILOADUNIPNDG Temperature distribution inconcrete bridge decks Temperatures in two unsurfaced concrete bridge decks have been monitored continuously for three years.A...

...D S PRAKASH RAO; D S P RAO; S P SHARMA; G C MAYS; A E VARDY; D S P RAO © Thomas Telford and ICE 1991 STEEL CONCRETE COMPOSITE GIRDERS EPOXY BONDING ADHESIVES SELECTION SURFACES PREPARATION STRESS DISTRIBUTION ANCHORAGES NON DESTRUCTIVE TESTING DURABILITY BRIDGES Proc...

...P R KNOWLES; BS 5950 © Thomas Telford and ICE 1991 PETER KNOWLES CASTELLATED BEAMS HISTORY METHODS STEEL CONSTRUCTION CALCULATIONS LOADS CARRYING CAPACITY DEFLECTION CASTELLATION INVENTIONS ELASTIC PLASTIC INTERACTIVE DESIGN CHARTS STANDARDS STRESS DISTRIBUTION...

... to determine the rate of energy dissipation. The rate of sediment transport at a point is related to the dissipation. Given the distribution of energy dissipation between the initial break point of the wave and the shoreline, thedistribution of the sediment transport and the total transport rate canbe...

... spanningall flow regimes is given.It is based on the intermittencyjactor concept and on limited published data for near-smooth brass tubes. To represent the intermittencyfactor, a simple approximation for the probability distribution function has been derived, which should also be useful inother engineering...

... subject to systems of combined loading is considered. These comprise two common forms of gravity loading, namely a central point load and a uniformly distributed load, actingin conjunction with applied end moments. The buckling analyses are carried out using an adaptation of the method proposed by Newmark...

... LABORATORIES FLUMES DISTRIBUTION COMPONENTS FLOW SEPARATION HARMONIC Proc. Instn Ciu. Engrs, Part 2,1990,89, June, 143-162 PAPER 9494 WATER ENGINEERING GROUP Circumferential pressures on a fixed vertical cylinder in waves A. G .L. BORTHWICK, BEng, PhD, MICE, MIMarE, MIWEM* D. M. HERBERT, BSc, MSc, PhD...

...KA ANDAM; BS 6399 © Thomas Telford and ICE 1990 KUMASI SCIENCE & TECHNOLOGY UNIVERSITY LIVE LOADS STUDIES BUILDINGS GRAVITY SURVEYS OFFICES MODELS STOCHASTIC MODELLING DOMESTIC SUSTAINED EQUIVALENT UNIFORM DISTRIBUTION STANDARDS EFFECT GHANA AFRICA Proc...

...RH SCOTT; PAT GILL © Thomas Telford and ICE 1990 DURHAM UNIVERSITY TIME DEPENDENT DISTRIBUTION STRAIN BONDS STRESS TENSION REINFORCEMENT SPECIMENS TESTS CONCRETE RODS PRISMS SUSTAINED LOADS CYCLIC ELECTRIC RESISTANCE GAUGES MEASUREMENT LONGITUDINAL BEHAVIOUR...

...G D MATTHEW; COLEBROOK WHITE FLUIDS FRICTION ROUGH VELOCITY EQUATIONS MECHANICS SMOOTH CONSTANTS DISTRIBUTION PIPES TRANSITION EXPRESSION Proc. Instn Cio. Engrs, Part 2,1990,89, Mar., 3 9 4 5 PAPER 9481 WATERGERNOGUIPNEERING The Colebrook-White equation-an oft cited result...

... to London (Fig. 20), would connect the various water treatment works with the main distribution centres. It will probably be extended considerably if it goes ahead, as the Wu Soong water treatment works (some miles away) is to receive a new intake from the River Yangtze and will probably become one...

... MONOCHROMATIC MECHANISMS DISTRIBUTION PROBLEMS INTER PERIOD PERIODS EVOLUTION HYPERBOLIC PARABOLIC EQUATIONS Proc Instn Cio. Engrs, Part 1,1988,86, June, 513-530 9407 MAGRRIOTIUMPE ENGINEERING Mathematical models of wave climate for port design D. Yoo,PhD,* B. A. O'CONNOR, PhD, MICE* D. M. McDOWELL...

... works. One 90" and two 180" bends wereused in this study. Peripheral velocity distributions and water depths were measured for various configurations of the channel bed. The uneven flow distribution in the bends was studied, and a method is presented for obtaining uniform flow over the whole length...