... 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...

...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...

...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...

...R BURROWS; K H M ALI; A J SAUL © Thomas Telford and ICE 1989 RECTANGULAR STORMS STRUCTURES TESTS SOLIDS SHAFTS SEWAGE LABORATORIES PARTICLES CHAMBERS CONFIGURATION OVERFLOWS MODELS POLLUTANTS SOLUTIONS Proc. Instn Ciu.Engrs, Part 2,1989,87, Dec., 641-644 DJSCUSSION...

... 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...

...J C P KAM; W D DOVER; WIRSCHING © Thomas Telford and ICE 1988 UNIVERSITY COLLEGE LONDON FAST FATIGUE ASSESSMENT PROCEDURE OFFSHORE STRUCTURES STRESS RANDOM HISTORY STATE OF THE ART PREDICTION MODELS ANALYSIS LOADS POWER EQUATIONS SEA STATE RESPONSES CONFIGURATION...

...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...

... shown that the concepts adduced for this work are not applicable directly to UK waters where the influence of tidal range and more varied waveform require additional considerations. However, it has been possible to produce a design procedure for breakwater configuration and the predictionof beach...

...D I H BARR; M M DAS; MANNING © Thomas Telford and ICE 1986 STRATHCLYDE UNIVERSITY ASSAM ENGINEERING COLLEGE EQUATIONS NORMAL DEPTH DISCHARGES CHANNELS RESISTANCE FREE CONFIGURATION BOUNDARIES ROUGHNESS SOLUTIONS DIRECT FLOW SURFACE NUMERICAL RECTANGULAR GRAPHICAL...

... RATIOS EXPERIMENTS CONFIGURATION VELOCITY MEASUREMENT DISTORTION DYES PREDICTION CURVES TRACERS PROTOTYPES FIELD MODIFICATION WATER AUTHORITIES TESTS WATERWORKS TECHNIQUES CONCENTRATION DESIGN CONSTRUCTION FRANKLEY SEVERN TRENT UK Proc. Instn Ciu.Engrs, Part 2,1986,81...

...J M TOWNSON; A S DONALD © Thomas Telford and ICE 1985 STRATHCLYDE UNIVERSITY WATERMEYER & PARTNERS NUMERICAL MODELLING STORMS SURGES SEA TECHNIQUES METHODS CHARACTERISTICS SHELF TIDAL CONFIGURATION MOTION MODELS SIMULATION COMPONENTS WAVES WIND ANALYSIS TIDES...

...J SZLENDAK; J BRODKA © Thomas Telford and ICE 1985 BIALYSTOCK UNIVERSITY POLAND MOSTOSTAL WARSAW YIELD BUCKLING STRENGTH JOINTS RECTANGULAR HOLLOW SECTIONS TRUSSES LOADS PREDICTION BRACING MEMBERS MODELS CHORDS AXIAL ANALYSIS THEORY CONFIGURATION ESTIMATING...

...DA HUGHES; AB WOOD © Thomas Telford and ICE 1984 MERZ AND MCLELLAN RIVERS CROSSINGS DESIGN TRANSMISSION EQUAL SPANS TOWERS CIRCUITS DELTAS FORMATION WIND LOADS TESTING TESTS DIMENSIONS CONFIGURATION LINES CONDUCTORS EARTH VIBRATIONS CONTROL MONITORING INSULATORS...

...LCH LAM; RP LAM HONG KONG UNIVERSITY ANALYTICAL TERRESTRIAL PHOTOGRAMMETRY CONSTRUCTION MANAGEMENT SITES SURVEYS EQUIPMENT TECHNIQUES RECORDS METHODS EXTERNAL ORIENTATION SYSTEMS CONFIGURATION INSTRUMENTS WORKS RECORDING EARTHWORKS QUANTITIES SLOPES ROCKS JOINTS...

...RA FALCONER © Thomas Telford and ICE 1984 BIRMINGHAM UNIVERSITY FILL MATHEMATICS MODELS STUDIES SHALLOW CHARACTERISTICS FLUSHING BAYS TIDAL HYDRAULIC BOUNDARIES CONFIGURATION MASS OUTLINES NON LINEAR EQUATIONS MOMENTUM ADVECTIVE DIFFUSION SOLUTIONS NUMERICAL...

... CONFIGURATION COMPRESSION FAILURES PULLING FORCES CALIBRATION DATA PROJECTS CYLINDERS CUBES AGGREGATES SIZE VARIATIONS STANDARD DENMARK SWEDEN NORWAY SCANDINAVIA NETHERLANDS HOLL Proc. Instn Civ. Engrs, Part 1, 1984,16, May, 539-549 TECHNICAL NOTE 382 LOK-test and CAPO-test...

...JX JIANG; RA FALCONER © Thomas Telford and ICE 1983 TONGJI UNIVERSITY SHANGHAI BIRMINGHAM UNIVERSITY TIDAL EXCHANGE CHARACTERISTICS MODELS RECTANGULAR HARBOURS LABORATORIES STUDIES PLAN FORM GEOMETRY QUALITY WATER ENTRANCES WIDTH RANGE ASYMMETRIC CONFIGURATION FLOW...

...TC LIAUW; KH KWAN; GJW KING; PC PANDEY © Thomas Telford and ICE 1983 NON LINEAR ANALYSIS TALL BUILDINGS INFILLED FRAMES MULTI STOREY STRESS PROCEDURE BEHAVIOUR PANELS STIFFNESS MATRICES MATRIX ULTIMATE STRAIN LATERAL LOADS CURVES INTERFACE CONFIGURATION DEFLECTION...

... SUPERCRITICAL TOES TESTS QUASI POTENTIAL REGIONS DEPTH CONSTANT OUTLETS LATERAL DISCHARGES HYDRAULIC JUMP BEDS SEPARATION WAVES PATTERNS VELOCITY PROFILES MEAN CHARACTERISTICS TWO DIMENSIONAL CLASSICAL STREAMS IMPINGEMENT CONFIGURATION RESEARCH HORIZONTAL CHANNELS PLANE FORCED...

... CONFIGURATION LATERAL CONTINUITY REPLENISHMENT UNCONFINED COEFFICIENTS STORAGE PRODUCTION WELLFIELDS CONSTRUCTION DESIGN KALAHARI BOTSWANA AFRICA SOUTHERN AFRICA Proc. Instn Civ. Engrs, Part 1, 1982, 72, 563-584 8550 Exploratione,valuatioannddevelopment of large-scale...