... LIVERPOOL UNIVERSITY © Thomas Telford and ICE 1991 Proc. lnstn Ciu. Engrs, Part 2,1991, 91, Dec., 795-821 PAPER 9801 WATER BOARD Laminar motionof fluid mud K. H. M. ALI, MEng, PhD* K. GEORGIADIS, BEng* The Papergives the results of an experimental investigation into the formation of fluid mud under...

... BEHAVIOUR SOFTWARE HINDCAST LIVERPOOL UNIVERSITY SHELL RESEARCH WIRRAL BOROUGH COUNCIL © Thomas Telford and ICE 1991 Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Dec., 631-644 PAPER 9710 MARITIMEBOARD Coastal wave climate categorization using wind data T. S . HEDGES, BEng, MEng, MICE* R...

... ANALYSIS DEPENDENCY HOLES DENSIMETRIC PROFILES LIVERPOOL UNIVERSITY © Thomas Telford and ICE 1991 Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Mar., 1-18 PAPER 9566 WATER BOARD Localized scour downstreamof a deeply submerged horizontaljet K. H. M. ALI, MEng, PhD* A. A. SALEHI NEYSHABOURYM...

...S G MILLARD; WENNER © Thomas Telford and ICE 1991 LIVERPOOL UNIVERSITY REINFORCED CONCRETE RESISTIVITY MEASUREMENT TECHNIQUES METHODS MAPPING ELECTRICAL CORROSION ASSESSMENT IN SITU TESTS AMBIENT ENVIRONMENTAL CONDITIONS STUDIES SPECIMENS CONFIGURATION ELECTRODES...

..., 1988, 65-12. 25. Y o o D. and OCONNOBR. A. Ray model for caustic gravity waves. Proc.5th IAHR-APD Congress, Seoul, Korea. International Association for Hydraulic Research, 3, 1986, 1-13. 530 LIVERPOOL UNIVERSITY MANCHESTER UNIVERSITY MATHEMATICS MODELS WAVES CLIMATE PORTS DESIGN...

...KHM ALI; MM MENDIS © Thomas Telford and ICE 1989 LIVERPOOL UNIVERSITY EFFECT BENDS BEDS SUPERELEVATION FLOW RIGID OPEN CHANNELS RESEARCH HIGH RADIUS WIDTH RATIOS WATER DEPTH EFFLUENT TREATMENT WORKS PERIPHERAL VELOCITY DISTRIBUTION CONFIGURATION UNEVEN METHODS...

...R BURROWS; KHM ALI © Thomas Telford and ICE 1988 LIVERPOOL UNIVERSITY RECTANGULAR SHAFTS CONFIGURATION STORMS SEWAGE SEWERAGE OVERFLOWS STRUCTURES HEADS DIFFERENTIAL CHAMBERS RETENTION VOLUME DESIGN DIMENSIONS CONVENTIONAL PERFORMANCE PARTICLES EFFICIENCY TESTS...

...R BURROWS © Thomas Telford and ICE 1988 LIVERPOOL UNIVERSITY DESIGN OFFSHORE INSTALLATIONS WAVES ANALYSIS FATIGUE FAILURES MODELLING MODELS PREDICTION SEA Proc. Instn Civ. Engrs, Part 2, 1988,85,June, 353 SYNOPSIS OF TN 508 MAREITNIGMIENEERING GROUP A case for inclusion...

...TS HEDGES © Thomas Telford and ICE 1987 LIVERPOOL UNIVERSITY CURRENTS WAVES BEHAVIOUR DESIGN INTERACTION EQUATIONS MOTION WATER PARTICLES PRESSURE SPECTRA MEASUREMENT REFRACTION WAVELENGTHS VELOCITY ESTIMATING PERIODICITY ACCELERATION HEIGHT Proc. Instn Ciu.Engrs...

...KHM ALI; SY LIM © Thomas Telford and ICE 1986 LIVERPOOL UNIVERSITY KEBANGSAAN UNIVERSITY MALAYSIA SCOUR SUBMERGED LOCAL WALLS JETS WATER TWO DIMENSIONAL THREE DIMENSIONAL TURBULENT EXPERIMENTS SHALLOW DEPTH TAILWATER HOLES THEORY VELOCITY ANALYSIS BOUNDARIES SHEAR...

...RJ COPE © Thomas Telford and ICE 1985 LIVERPOOL UNIVERSITY TESTS MODELS SKEW FACTORS STRUCTURES INTERPRETATION DESIGN METHODS DATA SCALE SURFACES OBTUSE CORNERS SECTIONS CAPACITY TENSILE REINFORCEMENT DEPTH FLEXURAL SHEAR FAILURES REINFORCED CONCRETE SLABS...

.... Engrs, Part 2,1984,77, Mar., 1-12. 2. SOKOLNIKOFSF. aIn. d REDHEFFER R. M. MathemaotficPs hysics and Modern Engineering. McGraw Hill,New York, 1958. 191 BANGLADESH ENGINEERING TECHNOLOGY UNIVERSITY DHAKA LIVERPOOL UNIVERSITY © Thomas Telford and ICE 1985 ...

...F SAWKO; MA ROUF © Thomas Telford and ICE 1984 LIVERPOOL UNIVERSITY BANGLADESH UNIVERSITY OF ENGINEERING & T -ECHNOLOGY STIFFNESS PROPERTIES MASONRY ANALYTICAL METHODS AXIAL CALCULATIONS BENDING WALLS COLUMNS EXPERIMENTS STRESS STRAIN ANALYSIS PARABOLIC LINEAR...

...RJ COPE; PV RAO © Thomas Telford and ICE 1983 LIVERPOOL UNIVERSITY VO OFFSHORE BARROW PROCEDURE BRIDGES ANALYSIS NON LINEAR SLABS CONCRETE TWO STAGE PREDICTION REINFORCED STRAIN LOADS MATERIALS PROPERTIES MODELS EFFECT OVERLOAD STRUCTURAL MODIFICATION MATRIX...

...RJ COPE; PV RAO © Thomas Telford and ICE 1983 LIVERPOOL UNIVERSITY Proc. Instn Civ. Engrs, Part 2, 1983,15,Sept., 4 1 9 4 5 1 PAPER 8656 Moment redistribution in skewed slab bridges R. J. COPE, BSc, PhD,MICE,MIStructE* v.P. RAO, BSc, PhD, MIE(India)* The behaviour of reinforced concrete...

... as the iterations proceed. 694 LOCAL INSTABILITY NON LINEAR ANALYSIS REINFORCED CONCRETE BEAMS SLABS LOADS PATH STRAIN STRESS CRACKS STIFFNESS MATRIX MATRICES ALTERNATIVE EQUILIBRIUM TANGENTS CRACKING TENSION DISPLACEMENT CONTROL LIVERPOOL UNIVERSITY © Thomas Telford and ICE...

... 1982 UNIVERSITY COLLEGE CARDIFF LIVERPOOL UNIVERSITY Proc. Instn Civ. Engrs, Part 2, 1982,73, Mar., 53-84 8497 Non-linaenaarlysis of structuresoil systems K. I. MAJID, PhD, DSc, FICE, FIStructE* M. A. RAHMAN, BSc(Eng), MSc, PhD? A significant feature of a structure andits foundation...

...AR HALLIWELL; DIH BARR; REYNOLDS; AJ SAUL; R BURROWS; FROUDE; HR OAKLEY; KHM ALI © Thomas Telford and ICE 1981 WATSON HAWKSLEY STRATHCLYDE UNIVERSITY LIVERPOOL UNIVERSITY HYDRAULIC STORMS PARTICULATE CHAMBERS VALUE REYNOLDS NUMBERS PARTICLES EXPERIMENTS MODELS SEWAGE...

...KHM ALI; D PATEMAN; REYNOLDS © Thomas Telford and ICE 1981 LIVERPOOL UNIVERSITY PREDICTION ANALYTICAL SOLUTIONS WIND PROTOTYPES MODELS RADIAL RESERVOIRS EXPERIMENTAL JETS EARTH INLETS EXPERIMENTS REYNOLDS NUMBERS CIRCULATION INVESTIGATIONS FORCES ROTATION THEORY...

...EJ SARGINSON; TS HEDGES © Thomas Telford and ICE 1981 LIVERPOOL UNIVERSITY EMPIRICAL WATER LINEAR CNOIDAL WAVES DEEP SHALLOW THEORY SOLITARY Proc. Instn Cir. Engrs, Part2,1981, 71, June, 629-630 TN 269 DISCUSSION Empirical relationships for shallow water waves E. J...