...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...

...T J POSKITT Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Dec., 823-851 PAPER 9832 GROUND BOARD Energy losses in pile-driving due to soil rate effects and hammer misalignment T. J. POSKITT, PhD, DSc, FICE, FIStructE* The various factors which influence piledriving are considered. In particular...

... & Partners. 853 P O W R I E AND L1 ub = ywd [l + h/(h + 2d)l [y(h+d)-Ub]=K,(yd-Ub)eXp(ntan (C) Fig. 1. Stress analysisof wall propped at formation lev(eal):zones of soilfor idealized stress analysis; (b) efective stresses and pore water pressuresacting on the wall; (c)bearing capacity of soil beneath...

...R D FAULKNER © Thomas Telford and ICE 1991 MANUAL RECOVERY SHALLOW GROUNDWATER IRRIGATION FARMING FARMERS PHYSICAL RESOURCES SOILS WATER EXPLOITATION PUMPS POWER SOURCES PERFORMANCE AGRICULTURE WATER RESOURCES COUNTRIES DEVELOPING DAMBOS CULTIVATION RURAL AREAS...

... FINITE ELEMENTS FAILURES CRACKS BENDING ULTIMATE COMPRESSION SUPPORT SPANDRELS PARAPETS WALLS SOILS TRANSVERSE SENSITIVITY MOVEMENT ABUTMENTS PIERS DEFECTS CONVERGENCE Proc. Instn Ciu. Engrs, Part 2,1991, 91, Sept., 617430 DISCUSSION ON PAP9E5RS7T5RUCTURAENLGINEERING An energy method...

...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...

... The construction of West Gate Bridge during the 1960s and 1970s reinforced the need for an elevated freeway across the South Melbourne and Port Melbourne areas to remove heavy freight vehicles and through traffic from the overloaded network of commercial and residential streets. Difficult soil conditions...

...C J F P JONES; J B CRIPWELL; D I BUSH; D A FERNANDO REINFORCED EARTH TRIAL STRUCTURES RING ROADS ROADS RING PFA PULVERISED ASH FUEL FUEL ASH FILL EFFECT AGE HARDENING COST BENEFIT SOILS REINFORCEMENT INTERACTION ECONOMICS DESIGN LIFE DEWSBURY WEST YORKSHIRE ENGLAND...

...D M POTTS; R A DAY; ICFEP UK LONDON BELL COMMON GEORGE GREEN WESTMINSTER HOUSE OF COMMONS USE SHEETS PILES RETAINING WALLS DEEP EXCAVATIONS STIFF CLAYS SHEETPILING LONDON CLAY URBAN EFFECT CONCRETE DIAPHRAGM SOILS SECANT MOVEMENT NUMERICAL ANALYSIS FLEXIBLE...

...E S MELERSKI; WINKLER © Thomas Telford and ICE 1990 TASMANIA UNIVERSITY SIMPLE COMPUTERS ANALYSIS CIRCULAR RAFTS AXISYMMETRIC LOADING ELASTIC LOADS FOUNDATIONS NUMERICAL METHODS ANNULAR CONDITIONS PLATES BEHAVIOUR SOILS BEDS MODELLING HALF SPACE SPRINGS WINKLER...

...CHIN FUNG KEE; R MCCABE © Thomas Telford and ICE 1990 JURUTERA KONSULTANT HOWARD NEEDLES TAMMEN & BERGENDOFF PENANG BRIDGE FOUNDATIONS CONSTRUCTION SOILS ISLANDS MARINE PRESTRESSED LOADS CONTROL COUNTRIES BRIDGES RECLAMATION GEOTECHNICS INTERCHANGES EMBANKMENTS...

...CJFP JONES; CEGB; JB CRIPWELL; DI BUSH © Thomas Telford and ICE 1990 NEWCASTLE UNIVERSITY CENTRAL ELECTRICITY GENERATING BOARD NETLON CEGB REINFORCED STRUCTURES SOFT PULVERISED FILL DRAINAGE WALLS RECORDING GRIDS CERTIFICATES GEOGRIDS CORROSION EARTH ROADS SOILS...

... are gneisses and granulites which have undergone deep weathering. The soils vary from residual silty clays in areas of good drainage, to fine sands overlying heavy clays in low-lying, poorly drained areas. At the airport site itself, red silty clays of medium plasticity predominate. 22 SOUTHERN AFRICAN...

... USE MAPPERS SCANNERS MAPS SOILS © Thomas Telford and ICE 1989 Proc. Instn Civ. Engrs, Part 1,1989,86,Dec., 12261229 WGORROMKUASPNHAOGPEMEENTTING Satellite and aerial survey technique for civil engineers Introducer R. M. FULLER, BSc* Reporter S. Smyth, BSc* Mr Fuller presented examples...

...? R. J. GODWINf Reporter S. T. Bratty, BSc, FICEg In June 1986 the European Commission issued a Directive which concerned protection of the environment, particularly the soil, when sewage sludge was used in agriculture. The Directive gave regulations for the treatment of such sewage and defined limit...

...ED BOOTH; JW PAPPIN; JJB EVANS; CI ROBERTSON © Thomas Telford and ICE 1989 SIR WILLIAM HALCROW COMPUTERS ANALYSIS METHODS DESIGN EARTHQUAKES RESISTANT STRUCTURES AIDS AIDED CAD ROCKS FOUNDATIONS SOILS INTERACTION VALUE RATIOS SHEAR DEFORMATION BEAMS CANTILEVER...

... MONITORING SITE INVESTIGATION SOILS SEABED HAZARDS PROTECTI TOLO PLOVER COVE HONG KONG HONG KONG ASIA Proc. Instn Ciu. Engrs, Part 1, 1989,86, Apr., 395412 9402 ENGINEESRTRINUGCTURAL GROUP To10 channel submarine pipelines, Hong Kong M. J. LITTLE, MA, MICE, MIWEM, MHKIE* J. A. DUXBURY...

...JA HARISON; MC GRANT; A NATAATMADJA; GR WOODMAN © Thomas Telford and ICE 1989 ROUGHTON MONASH UNIVERSITY AUSTRALIA PROPRTY SERVICES AGENCY CORRELATION CBR CALIFORNIA BEARING RATIOS DYNAMICS CONES PENETROMETERS STRENGTH MEASUREMENT SOILS LABORATORIES INSTRUMENTS IN SITU...

...LW HINCH; PG FOOKES RENDEL PALMER AND TRITTON ROADS TRUNK LOCATION GEOLOGY GEOTECHNICS DESIGN GLACIAL BEDROCK SOIL STRUCTURE MINES WORKINGS ROCKS SOILS VALLEYS GROUNDWATER CONDITIONS PIEZOMETRIC REGIONAL LOCAL ROUTES SITE INVESTIGATION FIELD TESTING LABORATORIES...

... SOILS FAILURES SOIL STRUCTURE TREES Proc.lnstn Cio.Engrs, Part 1,1989,86,Feb., 247-249 INFDOIRSMCGUAERSLNOSGIUOINNGDEERROIUNPG Vegetation in civil engineering construction:role and uses Introducers D. H. BACHE, DSc, MIWEM* N. J. COPPIN, MSc, AMIQ, MIEnvSci,ALI.t Reporter A. J. Casebow MIAgrE, AILS...