...W RAMAN NAIR; G C W SABIN; BIOT; MOHR; COULOMB © Thomas Telford and ICE 1991 NEWFOUNDLAND MEMORIAL UNIVERSITY WAVES INDUCED FAILURES POROELASTIC SEABED SLOPES BOUNDARIES ELEMENTS STUDIES BOUNDARY ELEMENTS FORCES STABILITY SLOPING LINEAR THEORY POROELASTICITY EFFECTIVE...

... coefficient 9 acceleration due to gravity(m/s2) h dimensionless total depthof water h , depth of water at the sea boundary to the bore mod(eml ) h* total depthof water (m) k, roughness height(m) m dimensionless momentum flux mb relative mass rateof bed load transport (kgims) M N F A C T multiplying factor...

... LOADS CLOSED FORM EXPRESSIONS THEORY NON SHALLOW REVOLUTIONS LOADING BOUNDARIES CONDITIONS VARIABLES RATIOS BENDING COMPONENTS INFLUENCE EFFECTIVE INCREASES REDUCTION PARAMETRIC EFFECT CORRECTIVE ACTION DISTANCE GEOMETRY APPROXIMATION VALUE Proc. Instn Civ.Engrs, Part 2...

... BOUNDARIES CONDITIONS MEMBRANES DISTURBANCE EDGES CORRECTIONS Proc. Instn Cio. Engrs, Part 2, 1991,91, June, 323-346 PAPER 9751 STRUCTURBAULILADNINDG BOARD Effect of support conditionsin liquid-filled spherical vessels. Partl :limiting ring-beam stiffnesses A. ZINGONI, BSc, MSc, DIC* M. N. PAVLOVIC...

... FIELD MEASUREMENT SUSPENDED STREAMFLOW DATA GEOLOGY SURVEYS QUANTITY DISCHARGES VARIATIONS MAGNITUDE FLOW SEASONS TESTS STATISTICS BOUNDARIES CONDITIONS MATHEMATICS MODELS GAUGING STATIONS INFLUENCE TIME HISTORY HISTORY TIME SACRAMENTO R CALIFORNIA Proc. lnstn Ciu...

... CONTROL BOUNDARIES CONDITIONS SIMULATION PROTOTYPES INFLUENCE DEFORMATION CHARACTERISTICS CAPACITY CONNECTIONS ASPECT RATIOS REINFORCEMENT SIZE STRUCTURAL METHODS SHEARHEADS SHEAR HEADS FAILURES PREDICTION FLOORS WALLS SELECTION PATTERNS DEFLECTION RESPONSES RESEARCH Proc...

...P G SAMUELS © Thomas Telford and ICE 1989 BACKWATER PARAMETERS ESTIMATES STATIONS STRUCTURES SOLUTIONS EQUATIONS HYDRAULICS UPSTREAM LOCATION PHYSICAL AUTOMATIC LENGTH CHANNELS GAUGING RECORDS CANALS APPROXIMATE HYDRODYNAMICS MODELS INFLUENCE BOUNDARIES PUMPS LAND...

...N RAJARATNAM; S SOLANKI; BOUSSINESQ; RICHARDSON ALBERTA UNIVERSITY EDMONTON CIRCULAR TURBULENT WALLS JETS EXPERIMENTS STUDIES PHOTOGRAPHIC GROWTH THREE DIMENSIONAL OPENINGS SMOOTH BOUNDARIES IMMERSED FLUIDS TANKS MIXING MOMENTUM BUOYANCY TRANSVERSE VERTICAL LINEAR...

...J A HEMSLEY; D A SPENCE; T E GLYNN © Thomas Telford and ICE 1988 ELASTOSTATICS PLANE STRAIN FLEXURE FINITE STRIP FOUNDATIONS CONTACT FRICTIONLESS HALF PLANE MATHEMATICS EQUATIONS SLABS NUMERICAL STIFFNESS EDGES STRIP STRUCTURAL ANALYSIS BOUNDARIES BENDING MOMENTS...

... TECHNIQUES LATERAL LOADS INTERNAL DRIFT LOCATION OPTIMUM REDUCTION MAXIMUM BENDING MOMENTS LINTELS BOUNDARIES CONDITIONS NUMERICAL Proc. Instn Cio. Engrs, Part 2,1988,85, Sept., 503-515 PAPER 9340 STERNGUGRCIONTUEERPRAILNG Effect of a single deep beam on twin shear walls with rational...

...AG ROBERTS; A MCGOWN; BN POLACK; MJ KENN SEASALTER RECULVER KENT UK © Thomas Telford and ICE 1988 COASTS COASTAL INSTRUMENTATION MANAGEMENT PROTECTION WORKS LONGSHORE EROSION FLOODS BOUNDARIES LOCAL GOVERNMENT EROSION FLOODS KENT OFFSHORE HEADLANDS GROYNES...

...J OLIPHANT; DI BLOCKLEY; WJ LARNACH © Thomas Telford and ICE 1988 BRISTOL UNIVERSITY SAFETY METHODS CONTROL CANTILEVER GEOTECHNICS CALCULATIONS DESIGN MODELLING WALLS CRITICAL STATE FAILURES BOUNDARIES SURFACE RETAINING CAPACITY DEMAND LIMIT STATE STRENGTH CODES...

...JA HEMSLEY; WINKLER © Thomas Telford and ICE 1987 OVE ARUP PARTNERSHIP LONDON RAFTS ELASTIC LOADS CIRCULAR EDGES CLAMPED FREE WINKLER SPRINGS PRESSURE SPRINGS SPACES CONTACT VERTICAL DESIGN BEHAVIOUR BOUNDARIES BENDING MOMENTS GROUND MODELS FLEXURE CYLINDRICAL...

...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...

... CHARACTERISTICS VELOCITY BOUNDARIES EXPERIMENTS 9053 Proc. Instn Ciu. Engrs, Part 2, 1986,81,Dec., 549-568 PAPER Jet behaviour in shallow receiving water GROUP A. R. HALLIWELL, BEng,MSc, FICE, FRSAt A brief description is given of research carried out using physical modfealcilities to examine some...

... VELOCITY ELEVATIONS BATHYMETRY TIDES QUALITY FIELD DATA BOUNDARIES SIMULATION PHASE SEAWARD INSHORE EQUATIONS EXPERIMENTS STUDIES LAG TOLO HARBOUR HONG KONG HONG KONG Proc. Instn Civ.Engrs, Part 2, 1986,81, Dec., 569-592 PAPER 9057 GERNOGUIPNEEWRAINTGER Mathematical model...

...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...

...DUEN HO; CHI HO LIU © Thomas Telford and ICE 1986 HONG KONG UNIVERSITY SHEAR WALLS CORES ASSEMBLY STRUCTURES DIMENSIONS GEOMETRY THREE DIMENSIONAL BOUNDARIES Proc. Instn Ciu. Engrs, Part 2,1986,81, Sept.,4 3 3 4 6 UGCINTEU9ER0R3AI3NLGPAPERNR GROUP Shear-wall and shear-core...

... PREDICTION BOUNDARIES RESTRAINT MODELS DIAPHRAGM ADJACENT RESEARCH INERTIA MONITORING DEFLECTION STIFFENERS IMPERFECTIONS PARAMETERS TESTS EFFECT CORRELATION MATERIALS INVESTIGATIONS MEASUREMENT GEOMETRY CYLINDERS Proc. Instn Civ. Enyrs, Part 2, 1985,79, June,365-381 PAPER 8891...

... INLETS BREAKWATERS GRADIENTS STRENGTH SECONDARY CIRCULATION WATER SIMULATION FLOODING EBB DRYING SHALLOW BOUNDARIES CONDITIONS FLOW EQUATIONS HYDRODYNAMICS FINITE DIFFERENCE PORT TALBOT WALES UK Proc. Instn Civ. Engrs, Part 2, 1985,79, Mar.,33-53...