... 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...

..., MEng,PhD* G .C .W. SABIN, BSc, MSc, PhD* The effect of wave forces on the stabiliotfya sloping seabed is investigated, using linear wave theory and Biot's theory of poroelasticity. The wave forces on the slope, the wave induced effective stressesand pore pressures are all computed by the boundary...

...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...

... and maximum bending moment 855 P O W R I E AND L1 for a soil having unitweight y/yw = 1.7 and pore water pressures corresponding to steady state seepageinto theexcavation from afull-height groundwater level inthe retained soil, assuming that the reduction in excess head is distributed linearly around the wall...

...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...

...M H MURRAY; G MILLAR © Thomas Telford and ICE 1991 CENTRAL QUEENSLAND UNIVERSITY COLLEGE KINHILL CAMERON MCNAMARA DYNAMICS RESPONSES FORMWORK CONCRETE VIBRATIONS RESEARCH PERFORMANCE PANELS INVESTIGATIONS PRESSURE DISPLACEMENT FORMS COMPACTION ADJACENT FRESH POKERS...

...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...

...A G L BORTHWICK; D M HERBERT; B W WILSON; CARPENTER; KEULEGAN © Thomas Telford and ICE 1991 CIRCUMFERENTIAL PRESSURE FIXED VERTICAL CYLINDERS WAVES TESTS CYLINDRICAL PILES INERTIA COEFFICIENTS Proc. Instn Ciu. Engrs, Part 2, 1991,91, June, 365-372 DISCUSSION ON PAPER 9494...

...M RAOOF AXIAL FATIGUE LIFE PREDICTION FATIGUE LIFE STRUCTURAL CABLES PATTERNS STRESS NORMAL HERTZIAN MULTILAYER SPIRAL STRANDS MODELS WIRE FAILURES SEAWATER THEORY CALCULATIONS CONTACT SLIPPAGE EFFECT PRESSURE HYDROSTATICS CORROSION SOUTH BANK POLYTECHNIC LONDON...

... COSTS SOLUTIONS STRESS FREEDOM FORCES STRUCTURAL FINITE ELEMENTS PROGRAMS TUNNELS CAR PARKS UNDERGROUND BEHAVIOUR BENDING MOMENTS EARTH PRESSURE PROPS SUPPORTS STRUCTURES INTERACTION SHEETPILES FRODINGHAM IMPERIAL COLLEGE © Thomas Telford and ICE 1990 Proc. lnstn Ciu...

... EXPANDED PRECAST CONCRETE LININGS SYSTEMS WATER SUPPLY GEOLOGY MIX GRAVEL SAND SILT LAYERS ARTESIAN PRESSURE THANET SAND THANET GROUTING MULTI STAGE FREEZING NITROGEN TESTS TREATMENT WORKS RAW WATER DESIGN TERMINALS CONSTRUCTION GROUND CONDITIONS DRILLING BENTONITE CEMENT...

...G E BLIGHT © Thomas Telford and ICE 1990 WITWATERSRAND UNIVERSITY DEFECTS METHODS ESTIMATING DESIGN CODES PRACTICE LOADS ASSESSMENT ARCHING FILL PRESSURE NON UNIFORM RADIAL TEMPERATURE SURCHARGE ESTIMATES PATH STRESS CALCULATIONS STEEL ENVELOPES HOPPERS...

...J S SHIPWAY; SIR T BOUCH; W P WINSTON; D G GLOW © Thomas Telford and ICE 1990 BRITISH TELECOM CONSTRUCTION DISASTERS WIND BRIDGES HISTORY SPANS GUSTS RAILWAYS COLLAPSE DESIGN PRESSURE TAY SCOTLAND UK Proc. Instn Civ. Engrs, Part 1,1990,88, Aug., 717-720...

...AGL BORTHWICK; DM HERBERT; KEULEGAN; CARPENTER © Thomas Telford and ICE 1990 SALFORD UNIVERSITY HYDRAULICS RESEARCH LTD CIRCUMFERENTIAL PRESSURE FIXED VERTICAL CYLINDERS WAVES INDUCED PROFILES BUCKLING ANALYSIS WEIGHT OPTIMISED COLUMNS MEASUREMENT EXPERIMENTS...

...GS LITTLEJOHN; A WATERHOUSE BRADFORD UNIVERSITY FIELD DATA LONG RANGE PUMPING CEMENT GROUTS CEMENT BASED TESTS DESIGN PUMPS PRESSURE Proc. Instn Civ. Engrs, Part 1,1990,88, June, 465470 TN531 GROUP ENGINEERINGGROUND Field data on long-range pumping of cement based grouts G. S...

... FRICTION EARTH BEHAVIOUR PRESSURE SHEETPILING ANCHORED REINFORCEMENT CRUCIFORM OBSERVATIONS WALTHAM CROSS HERTFORDSHIRE UK Proc. Instn Civ.Engrs, Part 1,1990,88, Apr., 261-282 9433 GROENUGP INEEGRRINOGUND Reinforced earth wallon the M25 motorway at Waltham Cross R.T. MURRAY, BSc...

... of service connections may well not be. One good engineering contribution stems from the basic fact that flow through a hole depends on the pressure differential-although it is not necessary to be an engineer to know that! If, therefore, the pressure in the main at any time is higher than needed to guarantee...

... STRESS M3 CELLS PFA ASH RETAINING STUDIES CLAYS SWELLING CONSTRUCTION JUNCTIONS FIELD PULVERISED MATERIALS WALLS FULL SCALE LONDON CLAY PRESSURE DISPLACEMENT MOTORWAYS INSTRUMENTATION TESTS FUEL EARTH LONDON SUNBURY CROSS UK Proc. Instn Ciu. Engrs, Part 1,1989,86...

...M PRICE; DW REED; GF READ © Thomas Telford and ICE 1989 UMIST MANCHESTER UNIVERSITY DERELICT INFLUENCE URBAN LEVELS SEWERS COLLAPSE PRESSURE MAINS DRAINAGE CONURBATIONS INFILTRATION LEAKAGE GROUNDWATER WATER SEWERAGE PORE MANCHESTER UK Proc. Instn...

... PRESSURE SAFETY CONSTRUCTION METHODS CANTILEVER MATERIALS ESTIMATES DEPTH BENDING PARAMETERS COEFFICIENTS SHEAR LIMITS Proc. Instn Ciu. Engrs, Part 1,1989,86, Oct., 879-898 9444 GROUP ENGINEERING GROUND Limit equilibrium design methods for free embedded cantilever walls in granular materials...