...W RAMAN NAIR; G C W SABIN; BIOT; MOHR; COULOMB © Thomas Telford and ICE 1991 NEWFOUNDLAND MEMORIAL UNIVERSITY Proc. Instn Cio. Engrs, Part 2, 1991, 91, Dec., 771-794 PAPER 9779 BOARD MARITIME Wave-induced failureof poroelastic seabed slopes: a boundary element study W. RAMAN-NAIR, BSc...

...K H M ALI; K GEORGIADIS LAMINAR MOTION FLUIDS MUD EXPERIMENTS FLOW FORMATION CONDITIONS CONCENTRATION CHANNELS SLOPES MEASUREMENT VELOCITY THICKNESS ELEVATIONS DENSITY SEDIMENTS ANALYSIS PREDICTION THEORY MOVEMENT LABORATORIES APPARATUS INSTRUMENTATION LAYERS BEDS...

...M G ANDERSON; D M LLOYD SUB MODELS COMBINED SLOPES HYDROLOGY STABILITY MODELS CUTS DESIGN CHARTS COUPLED TWO DIMENSIONAL MODELLING PORE PRESSURE SUCTION STORMS EVENTS INSTABILITY FAILURES RAINFALL TROPICS RAIN RESIDUAL SOILS FINITE DIFFERENCE BRISTOL UNIVERSITY...

...A CALVER; W L WOOD Proc. Instn Cio. Engrs, Part 2, 1991, 91, Sept. 593-602 PAPER 9717 Dimensionless hillslopehydrology WATER BOARD A. CALVER, BSc, PhD, MIWEM* W. L. WOOD, MA, PhD? Slope discharge and its controlling variables are defined in a non-dimensional setting using the Buckingham R theorem...

...W H HAGER SWISS FEDERAL TECHNOLOGY INSTITUTE EXPERIMENTS STANDARD SPILLWAYS FLOW GEOMETRY DAMS PROFILES CURVATURE CONTINUOUS PRESSURE CHANNELS INVERTS PRISMATIC TWO DIMENSIONAL VELOCITY CREST COEFFICIENTS DISCHARGES DOWNSTREAM CHUTES SLOPES INSTRUMENTATION PUMPS...

...R A FALCONER; Y GUOPING; G YU Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Sept., 561-576 PAPER 9753 BOARD MARITIME Effects of depth, bed slope and scaling on tidal currents and exchange in a laboratory model harbour R.A. FALCONER, BSdEng), MSCE, PhD, DIC, MICE, FIWEM, MASCE* YU GUOPING, MSc, PhD...

...J A HEMSLEY; CHEBYSHEV; FREDHOLM © Thomas Telford and ICE 1990 OVE ARUP ANTISYMMETRIC PLANE STRAIN FLEXURE FINITE STRIP FOUNDATIONS HALF SPACE EXACT ELASTIC SOLUTIONS STRIP GOVERNING EQUATIONS INTEGRAL SLOPES EXPANSION LOADS EDGES ASYMMETRIC SUPERPOSITION LOADING...

...P G FOOKES; A J WELTMAN; B D MARDEN Proc. lnst Ciu. Engrs, Part 1,1989,86, Dec., 1209-121 1 ENDGGISRINCOEUUESNPRS9D3ION50NG Rock slopes :stabilization and remedial measures against degradation in weathered and fresh rock P. G. Fookes and A. J. Weltman Mr B. D. Marden, Maccaferri River and Sea...

... HYDRAULICS FLOW CHAMBERS GEOMETRY MODELS MATHEMATICS EQUATIONS PARAMETERS RATIOS THROTTLE INFLOW HEIGHT WEIRS CREST LINEAR TAPERS BEDS SLOPES ROUGHNESS COEFFICIENTS WIDTH Proc. Instn Civ.Engrs, Part 2,1989,87, June, 175-193 PAPER 9376 WATERGERNOGUINP EERING Charts for the hydraulic...

...PG FOOKES; AJ WELTMAN © Thomas Telford and ICE 1989 ROCKS SLOPES STABILISATION REMEDIAL MEASURES DEGRADATION WEATHERED FRESH EROSION METHODS TREATMENT RETARDATION FACTORS GRADES SPACING HEIGHT COSTS DESIGN CHARTS CONSTRUCTION TRAPS DITCHES FENCES ANGLES HAZARDS...

...DH BACHE; NJ COPPIN; AJ CASEBOWK © Thomas Telford and ICE 1989 STRATHCLYDE UNIVERSITY WARDELL ARMSTRONG SCOTT WILSON KIRKPATRICK VEGETATION CONSTRUCTION PROPERTIES PROBLEMS GROUND SURFACE STABILITY PLANTS SLOPES ECOLOGY DESIGN SAFETY BIOLOGY ROOTS BIOENGINEERING...

... to data collectedfromWadiElwalain Jordan and fromother regionsanditshowed an excellentperformance.Thisrelationshipwascorrectedforthe variation in flow stage and rate, and for the channel slope by developing a new correcting factor. The new relationships are recommended to beused and tested by additional...

...JA HEMSLEY; DA SPENCE © Thomas Telford and ICE 1987 OVE ARUP PARTNERSHIP LONDON IMPERIAL COLLEGE ELASTIC PLANE STRAIN FOUNDATIONS FLEXURE FINITE STRIP STIFFNESS SLOPES EQUATIONS LINEAR INTEGRAL DISPLACEMENT BENDING MOMENTS SHEAR FORCES PRESSURE CONTACT METHODS...

...AG ROBERTS; A MCGOWN COASTS COASTAL WORKS COASTWORKS EROSION FLOODS WATER AUTHORITIES LOCAL GOVERNMENT MANAGEMENT SYSTEMS EFFICIENCY PROTECTION LONGSHORE OFFSHORE LANDWARD SLOPES SEA WALLS FLATS HINTERLAND SEASALTER RECULVER KENT UK Proc. Instn Ciu. Engrs...

... SOFT DRAINAGE DREDGING CLAYS DEPOSITION FILL SITE INVESTIGATION QUARRIES MATERIALS ROCKS PLANT CONTRACTORS PERFORMANCE SETTLEMENT MONITORING EXCAVATION SLOPES STABILITY FILLING SUBMERSIBLE CULVERTS CONCRETE FOUNDATIONS DECKS GEOTECHNICS DEPOSITION COMPACTION CLIMATE...

... and tetrapods, 0.6 for tribars and dolosses) flexural strengthof plain concrete elastic section modulus and factoofrsafety submerged weight ofarmour submerged weight of breakwater material submerged weight of dolos weight ofarmour unit weight of downrushing wave slope of breakwater's seaward surface slope...

... WATER SUPPLY COSTS RECREATION STRENGTH LEISURE MANAGEMENT CONTRACTS DESIGN SEEPAGE BASES FAILURES CONSTRUCTION FOUNDATIONS INVESTIGATIONS MARLSTONE RIPRAP FARMERS GEOLOGY LANDSCAPE SLOPES EMBANKMENTS GEOTECHNICS DIVERSION TUNNELS SAND DRAINS EMPINGHAM UK Proc...

... FAILURES TESTS SLOPES LABORATORIES STRUCTURES MOVEMENT METHODS DISCHARGES PARTICLES RESEARCH EVALUATION SAFETY FACTORS METHODS Proc. lnstn Cio. Engrs, Part 2,1986,81, June,243-253 PAPER 9020 WATERGERNOGUIPNEERING Probabilistic approach to the stability analysis of rock protectionfor earth...

... STABILITY SLOPES CURVES SAND CLIMATE STRUCTURES CRACKS SEEPAGE DENSITY RESERVOIRS SILT UPSTREAM INSPECTION GALLERIES CONSTRUCTION KAOLIN CHINA CLAY COLLIFORD CORNWALL BALANGA KINDARUMA KAMBURU MARCHLYN CHOWILLA UK KENYA NIGERIA AUSTRALIA Proc. Instn Ciu. Engrs, Part...

...JS CORNELL; HU MAXWELL; WDF GRANT; DJ CORKE; R BLAKEBROUGH; AW JACOMB; W KIRKPATRICK; P HARRISON; GS LEE © Thomas Telford and ICE 1986 CLIFFS FAILURES SLOPES RAILWAYS LINES GEOLOGY TRAINS INCLINOMETERS SITES MANAGEMENT STABILITY CONTRACTORS BLASTING ECONOMICS CONSTRUCTION...