...A F GEE © Thomas Telford and ICE 1991 TONY GEE CONCRETE FIN BACK BRIDGES DESIGN CONSTRUCTION PROJECTS ECONOMICS MATERIALS QUANTITIES VARIABLE DEPTH SECTIONS HISTORY FOUNDATIONS SUBSTRUCTURES SUPERSTRUCTURES CONTRACTS BARTON CREEK TEXAS UNITED STATES USA...

...J A HOOPER © Thomas Telford and ICE 1983 OVE ARUP INTERACTIVE ANALYSIS FOUNDATIONS HORIZONTAL VARIABLE STRATA METHODS CALCULATIONS SETTLEMENT STRUCTURAL RESPONSES RAFTS SHALLOW THICKNESS PROPERTIES NUMERICAL TESTS SQUARE STRIP HETEROGENEOUS PLANE STRAIN FINITE...

...P NOVAK; S BRIERLEY Proc. Instn Civ.Engrs, Part 1, 198374, Feb., 176180 INFORMALDISCUSSION WATER ENGINEERINGGROUP The effect of variability of stream flow on the morphology of channels Introducer P. NOVAK, PhD,DrSc, FICE, FIWES* Reporter Sarah Brierley, BSc, MSc* Professor Novak's central theme...

... DESIGN FLOW UNSTEADY VARIABLE MANAGERS RHYMNEY WALES SOAR UK Pror. Insrn Civ. Engrs, Pari 2, 1978.65, Sept., 655-668 8141 A river catchment flood model The rainfall-runoff model developed for the Flood studies report' is combined with a new channel routeing methodto produce a river...

...DV PHILLIPS; OC ZIENKIEWICZ © Thomas Telford and ICE 1976 WALES UNIVERSITY SWANSEA NAIROBI UNIVERSITY FINITE ELEMENTS CONCRETE TECHNIQUES MULTIAXIAL YIELDING EFFECT BEHAVIOUR ISOPARAMETRIC AXISYMMETRIC LINERS JACKETS VARIABLE METHODS LOADS IDEALISATION LAW...

...KHM ALI; A RIDGWAY; REYNOLDS © Thomas Telford and ICE 1974 LIVERPOOL UNIVERSITY BIRMINGHAM UNIVERSITY DEVELOPMENT CHANNELS RELATIONS REYNOLDS NUMBERS COEFFICIENTS VALUE PATTERNS VARIABLE CONTOURS ZONES FLOW TRAPEZOIDAL LENGTH VELOCITY EXPERIMENTS FUNCTIONS PROFILES...

...GTG MOHAMEDBAI; R TAYLOR; JS MARSHALL © Thomas Telford and ICE 1974 JAMES CARRINGTON LONG TERM SPANNING VARIABLE SHRINKAGE BEHAVIOUR MOISTURE ONE WAY LOADS EVAPORATION Proc. Instn Civ. Engrs, Part 2, 1974, 57, Se 559 7665 DISCUSSION The long-term behaviour of one-way...

...GTG MOHAMEDBHAI; R TAYLOR; CP 110 © Thomas Telford and ICE 1974 MANCHESTER UNIVERSITY MAURITIUS UNIVERSITY LONG TERM SPANNING VARIABLE REINFORCED FULL EXPERIMENTAL DEFORMATION PROCEDURE CYLINDERS SHRINKAGE EFFECT CODES FLEXURAL BEHAVIOUR SLABS INVESTIGATIONS CONCRETE...

...SN GHOSH; PL MEHTA © Thomas Telford and ICE 1974 INDIAN INSTITUTE OF TECHNOLOGY IMPERIAL COLLEGE L E COLLEGE GUJRAT BOUNDARIES COMPOUND ROUGHNESS TRAPEZOIDAL RIVERS MAIN PATTERNS SHEAR CHANNELS DISTRIBUTION FLOOD PLAINS RECTANGULAR BEDS DISTRIBUTION VARIABLE RESEARCH...

... slopoecfhannel T, observedtraveltime of floodpeak t time W width X distance from upstreamsection dx spaceincrement y stage a attenuation parameter E Muskingupmarameter p constandtiffusiopnarameter W constanctonvectionparameter The superpositionof a bar denotesan average value for the variable along the reach...

...DRK BROWNRIGG; WL WOOD © Thomas Telford and ICE 1973 READING UNIVERSITY DEFORMATION REACTIONS PROBLEMS FORMULATION TUNNELS VARIABLE LININGS SOLUTIONS GROUND NON LINEAR ELASTIC METHODS TN 79 Deformation of tunnel with variable ground reaction Introduction Analysis...

...SN GHOSH; DW KNIGHT © Thomas Telford and ICE 1973 BIRMINGHAM UNIVERSITY BOUNDARIES CHANNELS ROUGHNESS STRESS SHEAR VARIABLE SEDIMENTS THEORY DISTRIBUTION WALLS TRANSPORTATION ESTIMATING 7572 DISCUSSION Boundary shear distribution in channels with varying wall...

...I F CHRISTIE EDINBURGH UNIVERSITY USE ANALOGUE COMPUTERS CIVIL ENGINEERING PROBLEMS ELECTRONICS APPLICATIONS OSCILLATIONS SURGES CHAMBERS CONSOLIDATION CLAYS SOILS ANALYSIS OVERLAPPING SHUTDOWN INSTANTANEOUS VARIABLE HORIZONTAL AREAS PONDS SPILLWAYS ONE DIMENSIONAL...

...N W MURRAY © Thomas Telford and ICE 1961 MONASH UNIVERSITY DESIGN METHODS AXISYMMETRIC SHELLS ROOFS EQUATIONS THICKNESS SOLUTIONS NUMERICAL INTEGRATION SIMULTANEOUS SPHERICAL UNIFORM EXTERNAL PRESSURE MEMBRANES HOMOGENEOUS EDGES CONDITIONS VARIABLE PARABOLOIDS...