... BEACHES SURF SWASH ZONES VARIATIONS RATES EQUATIONS SHOREHAM UK Proc. Instn Civ. Engrs, Part 2, 1991, 91, Dec., 739-153 EM PAPER 9761 An unsteady flow bore modeflor sediment transport in broken waves. Part2: the properties, calibration and testinogf the numerical model A. J. CHADWICK...

...J M ROTTER; J U OOI; G MATHIESON; M J BLACKLER; G E BLIGHT © Thomas Telford and ICE 1991 DEFECTS METHODS ESTIMATING DESIGN LOADING SILOS STRESS PRESSURE STRAIN MEASUREMENT ARCHING WALLS FRICTION HOPPERS TEMPERATURE SURCHARGE LOADS SOLIDS CIRCUMFERENTIAL VARIATIONS...

... DOCUMENTATION PROCUREMENT VARIATIONS HARMONISATION CONSULTANTS CONTRACTORS MANAGEMENT UK EUROPE ...

...M N PAVLOVIC; A ZINGONI; J W GECKELER; POISSON IMPERIAL COLLEGE EDGES DISTURBANCE SPHERICAL SHELLS VARIATIONS GEOMETRY PARAMETERS SUPPORTS THICKENING PEAK STRESS STUDIES INVESTIGATIONS LAWS MAXIMUM TOTAL FIBRES OPEN THIN SYMMETRICAL LOADS CLOSED FORM EXPRESSIONS...

... CONSTRUCTION HIGHWAYS CLIMATE METHODS STATISTICS ANALYSIS FIELD MEASUREMENT DATA VARIATIONS CORRELATION COEFFICIENTS TWO DIMENSIONAL EFFECT MOVEMENT MAXIMUM EFFECTIVE CODES PRACTICE STANDARDS LONGITUDINAL Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Sept., 4 5 1 4 7 6 PAPER 9715...

...M M ALLAM; K S SUBBA RAO; B V V SUBRAMANYA; WINKLER FRAMES SOILS INTERACTION SPRINGS WINKLER SPRINGS MODELS SUPPORT LINEAR ELASTICITY FRAMED SOIL STRUCTURE ANALYSIS ELASTIC HALF SPACE CONTINUUM BEAMS FOUNDATIONS RELATIVE STIFFNESS RATIOS VARIATIONS INTERACTIVE OPEN PLANE...

...A ZINGONI; M N PAVLOVIC EFFECT SUPPORT CONDITIONS LIQUIDS SPHERICAL VESSELS INCLINED SUPPORTS KINEMATICS CONSTRAINTS SHELLS STRESS INCLINED COLUMNS TANGENTIAL METHODS FLEXIBLE RINGS BEAMS MEMBRANES DISPLACEMENT DEFORMATION EDGES CORRECTIONS VARIATIONS BENDING...

...P GOODWIN; R A DENTON; UNISTAGEOSUR UNITED STATES USA NORTH AMERICA SACRAMENTO R CALIFORNIA SEASONAL INFLUENCE SEDIMENTS TRANSPORT CHARACTERISTICS RIVERS FIELD MEASUREMENT SUSPENDED STREAMFLOW DATA GEOLOGY SURVEYS QUANTITY DISCHARGES VARIATIONS MAGNITUDE FLOW...

...K N RAHAL; J E HARDING © Thomas Telford and ICE 1990 SURREY UNIVERSITY TRANSVERSE WEBS BEHAVIOUR ANALYSIS GEOMETRY PROPERTIES DEFLECTION VARIATIONS STRESS DESIGN SIZE STIFFENED SHEAR NON LINEAR PARAMETRIC PANELS INITIAL PEAK MATERIALS BENDING MODELS GIRDERS...

... VARIATIONS FACTORS ARID CLIMATE IMPERIAL COLLEGE SIR M MACDONALD DAMES AND MOORE RIYADH SAUDI ARABIA MIDDLE EAST Proc. Znstn Ciu. Engrs, Part 2,1989,87, Dec., 517-538 PAPER 9461 WATER GERNOGUINP EERING Design rainfall characteristics for south-west Saudi Arabia H. S. WHEATER, MA, PhD...

...B H V TOPPING; H F C CHAN © Thomas Telford and ICE 1989 THEOREMS ENGINEERING MEMBERS COMPATIBILITY MATRIX COMPUTERS ANALYSIS FORCES JOINTS DISPLACEMENT GEOMETRY STRUCTURES ROTATION EQUILIBRIUM FORMULATION PROGRAMS CHANGE COMPENSATING COORDINATES VARIATIONS PIN JOINTED...

... VARIATIONS Proc. Instn Ciu. Engrs, Part 2,1989,87, June, 311-312 DISCUSSION ON PAPE93RS2T8RUCTURAENLGINEERINGGROUP Automated determinationof concordant profiles C. J. Burgoyne Mr A. McC. LOW,Ove Arup & Partners This Paper tackles one of the challenges of our time: to find effective rolesfor the power...

...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...

... PARAMETERS TRANSITIONAL DEPTH VALUE VARIATIONS DESIGN COASTAL ENGINEERING SEDIMENTS DYNAMICS SHINGLE BEACHES DEVELOPMENT TECHNIQUES EFFECT SURFACE ELEVATIONS MONITOR LOGGING CALIBRATION SOFTWARE INSTALLATION OPERATION COMPUTERS DISTRIBUTION VALUE SHOREHAM SUSSEX WEST SUSSEX...

... FINITE DIFFERENCE EFFECT EARTH ROTATION BEDS FRICTION SURFACE WIND STRESS TURBULENCE EXCHANGE MIXING TIDES CONCENTRATION DEVIATION MEAN RESEARCH LATERAL EFFICIENCY INFILL GEOMETRY TIME VARIATIONS DIFFERENTIAL INITIAL CONDITIONS BRIDGES RECLAMATION EMBANKMENTS VELOCITY DEPTH...

... COUNTER PRESSURE RING RANDOM DRILLING INSERTS CONFIGURATION COMPRESSION FAILURES PULLING FORCES CALIBRATION DATA PROJECTS CYLINDERS CUBES AGGREGATES SIZE VARIATIONS STANDARD Proc. Instn Civ. Engrs, Part 1, 1984,16, May, 539-549 TECHNICAL NOTE 382 LOK-test and CAPO-test development...

... CONTINUOUS ULTIMATE CAPACITY PREDICTION DESIGN RECOMMENDATIONS PROTOTYPES STRUCTURES SELECTION MODELS SPECIMENS INSTRUMENTATION LOADS SUPPORTS SYSTEMS SIMULATION METHODS PROCEDURE DEFLECTION VARIATIONS FORCES CONCRETE LOADS © Thomas Telford and ICE 1982 Proc. Instn Cio. Engrs...

...DR ARCHER; RB BULMAN © Thomas Telford and ICE 1982 SEASONAL FLOODING ASSESSMENT FLOODS RISKS VARIATIONS ALTITUDE RAINFALL CORRELATION PARTIAL DURATION SERIES SEASONS MEAN ANNUAL ANALYSIS METEOROLOGY HYDROLOGY ESTIMATES CATCHMENTS UK Proc. Instn Cio. Engrs, Part...

... of the Employer and atthe sametime make impartial decisions on such things as the apportionment of risk, extensions of time and contract variations. The Institution s guidance note 2A, Functions of the Engineer under the ICE conditions of contract, emphasized the needfor impartiality, and the House of Lords case...

... IDEALISATION ONE WAY CORNERS SUPPORTS VARIATIONS TENSILE STRENGTH CRACKING RESPONSES ITERATIVE STATE COLLAPSE SOFTENING TENSION STIFFENING MODELS ARC LENGTH NUMERICAL DISPLACEMENT CONTROL STRESS GRADIENTS MESHES SIZE DEFLECTION Proc. Instn Ciu. Engrs, Part 2, 1982.73, Mar., 135-145...