...D M POTTS; R A DAY; J D FINDLAY; D THOMPSON; I F SYMONS; C RAISON; T PAUL; H D ST JOHN; W H WARD; A S O BRIEN; D P NICHOLSON; K YAH; N J BROOKS © Thomas Telford and ICE 1991 USE SHEETPILES SHEETPILING RETAINING WALLS DEEP EXCAVATIONS STIFF CLAYS PARAMETRIC STUDIES FLEXIBLE...

...K H M ALI; SALEHI NEYSHABOURY; A A S NEYSHABOURY LOCALISED SCOUR DOWNSTREAM DEEP SUBMERGED HORIZONTAL JETS TWO DIMENSIONAL TURBULENT OFFSET EXPERIMENTS SEDIMENTS SIZE TIME DEVELOPMENT FLOW RATES CHARACTERISTICS FROUDE NUMBERS HEIGHT BEDS UNIFORM PARTICLES DIMENSIONAL...

...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...

...K S WATTS; J A CHARLES; BRE © Thomas Telford and ICE 1990 BUILDING RESEARCH ESTABLISHMENT BRE SETTLEMENT DOMESTIC REFUSE LANDFILL FILL SITES DISPOSAL CONSTRUCTION BUILDINGS DEVELOPMENT CHARACTERISTICS DEPOSITS RECENTLY PLACED WASTE DEEP INSTRUMENTATION MEASUREMENT...

..., but was not appropriate for the Cultural Centre, where the designers wished to retain full control and toallow opportunity for change as the design evolved. The main element requiring control was the 9 m deep retaining wall along the boundarybetween Phases 1 and 2. This not only served as the basement wall forPhase 1...

... CLAYS CONCRETE TESTS SEA DEVELOPING PROJECTS DESIGN GEOLOGY ARTIFICIAL DEEP PILES SPUN LENGTH PILECAPS TROPICS PENANG MALAYSIA ASIA Proc. Instn Civ. Engrs, Part 1,1990,88, Aug., 531-549 UCTURA9L491R GERNOGUIPNEERING Penang Bridge Projec:t foundations and reclamationwork...

...NK SUBEDI; HHA WONG © Thomas Telford and ICE 1989 OVE ARUP SECTIONS REINFORCED CONCRETE DEEP BEAMS METHODS ANALYSIS BEARING FAILURES LOADS COMPRESSION ZONES EQUILIBRIUM FORCES BEHAVIOUR FLANGES I SECTIONS Proc. Instn Civ.Engrs, Part 2,1989,87, Mar., 127-129...

... FORCES SEALED FRETTING FATIGUE FAILURES LEVELS FREE BENDING SEABED TERMINATION PERFORMANCE LOADS NORMAL LAYERS DEEP WATER TOWERS TENSION LEGS PLATFORMS GUYED Proc. Instn Ciu. Engrs, Part 2,1989,87, Mar., 113-1 18 TECHNNICOATLE 517 STRUCTURAL ENGINEEGRRINOGUP Theoretical effectof...

... of between 2 : 1 (27") and 2.5 : 1 (22")except fora deep cutting at Dan-y-Graig where the slopes are 3 :1(W). 8. The Taren Slip counterweight berm necessitated a diversion of the River Taff which involved excavation into the Black Lion Tip. The tip is underlain by glacial and fluvioglacial deposits...

...HC CHAN; JS KUANG © Thomas Telford and ICE 1988 HONG KONG UNIVERSITY BEAMS DEEP SINGLE TWIN SHEAR WALLS RATIONAL COUPLING METHODS ANALYSIS EFFECT STIFFENED FLEXIBLE RIGID FOUNDATIONS STRUCTURES CONTINUUM HEIGHT STRUCTURAL BEHAVIOUR COUPLED INSTALLATION FORCES...

... FED TUNNELS CONSTRUCTION DEEP CLAYS LONDON CLAY CAPACITY DEMAND ECONOMICS MANAGEMENT COSTS BENEFITS COST BENEFIT ESTIMATING SAVINGS FEASIBILITY STUDIES HYDRAULIC ANALYSIS SIMULATION DEVELOPMENT CONTROL OPTIMISATION HISTORY OPERATION MODES TRANSFER ROUTES SELECTION...

...N K SUBEDI © Thomas Telford and ICE 1988 DUNDEE UNIVERSITY CONCRETE BEAMS FORCES FAILURES DEEP REINFORCED ANALYSIS BEHAVIOUR METHODS STRENGTH STRUCTURES SHEAR SPANS STRESS DESIGN Proc. Instn Civ. Engrs, Part 2, 1988,85, Mar., 1-30 PAPER 9158 STERNGUGRCIONTUEERPRAILNG...

...DW CALKIN; JK MUNDY © Thomas Telford and ICE 1987 GAMMON KIER JOINT VENTURE KIER LTD TEMPORARY WORKS PUMPING STATIONS RESERVOIRS DESIGN CONSTRUCTION STRUCTURES LEVELS JACKING SYSTEMS CAPACITY TOWERS INTAKES GRAVITY COFFERDAMS DRY WATER EXCAVATIONS DEEP...

...JF MCMEEKAN; KP YUE © Thomas Telford and ICE 1987 BINNIE & PARTNERS HONG KONG. WATER DEMAND PUMPING STATIONS RESERVOIRS AQUEDUCTS IMPORTS WORKS ECONOMICS WELLS CONSTRUCTION DESIGN BRIDGES DRY WET FOUNDATIONS DEEP PILES PUMPS PIPES SIPHONS METHODS DEVELOPMENT...

...JJ SHARP Proc. Instn Civ. Engrs, Part 2,1986,81, Sept4.,71475 EWNGAITNTE4ER7EC1NRHOINNTIGCEAL GROUP The effectof waves on buoyantjets J. J. SHARP, BSc,MSc,ARCST,PhD,FICE,FCSCE* A physical, qualitative description is given showhionwg deep water and shallowwater waves affect the trajectory...

... SYSTEMS CONTRACTS MANAGEMENT ASSESSMENT ROCKS MODIFICATION DEMOLITION SITE INVESTIGATION WALLS DIAPHRAGM SLABS CAISSONS ANCHORS FOUNDATIONS EXCAVATIONS PLAZA FLOORS DEWATERING SETTLEMENT BEHAVIOUR INSTRUMENTATION MEASUREMENT DEEP COMPANIES CONTRACTORS HONG KONG HONG...

...P MONTAGUE © Thomas Telford and ICE 1986 MANCHESTER UNIVERSITY COMPOSITE VESSELS DEEP WATER OPERATION DAMAGE LENGTH SHELLS STEEL CONCRETE CONSTRUCTION PRESSURE EXTERNAL DESIGN MATERIALS STRENGTH BUOYANCY RESEARCH EXPERIMENTS RATIOS PERFORMANCE SKIN TESTS...

...AH BECKETT; S MARSHALL; J TURNER; D POPE; G OLLIVER; FL TERRETT; RW BISHOP; TKH BECKETT; VC CRUNDWELL © Thomas Telford and ICE 1984 DESIGN CONSTRUCTION PORTS COUNTRIES DEVELOPING DEEP WATER SILT MODELS TIDES SPITS CHANNELS DREDGING WORKS PILES WHARVES HARBOURS SCOUR...

... Introduction Little information has appeared in the published literature on the behaviour of deep beams with depth/span ratios larger than unity. A few tests only have been carried out on simply supported elemeonftsphotoelastic resins and ~ t e e lw~it.h~ depth/span ratios larger than 1. Experiments...

...A MARSLAND; AP BUTCHER; PH TAFFS © Thomas Telford and ICE 1983 BUILDING RESEARCH STATION CHESHIRE COUNTY COUNCIL BEHAVIOUR BRIDGES ABUTMENTS FOUNDATIONS MARL KEUPER KEUPER MARL CONSTRUCTION SITE INVESTIGATION DEEP IN SITU PLATES PORE TESTS LOADS PRESSUREMETERS...