...G C PEATTIE; M S MOJABI © Thomas Telford and ICE 1991 OVE ARUP DESIGN CONSTRUCTION BASEMENTS SHOPPING CENTRES CENTRES SHOPPING SITES CONDITIONS ALLUVIAL FLOOD PLAINS RIVERS MASONRY CULVERTS KEUPER SANDSTONE GROUNDWATER DIAPHRAGM WALLS ROCKS EMBEDDED GRABS...

...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...

...P A S FERGUSON; A J RUNACRES; N A HILL © Thomas Telford and ICE 1991 SIR WILLIAM HALCROW DOCKLANDS GROUND CONDITIONS TUNNELLING METHODS STORMS SEWERAGE DRAINS TUNNELS UNDERGROUND SEWAGE STRATA ALLUVIUM GRAVEL CLAYS LONDON CLAY BEDS SAND CHALK GEOTECHNICS DESIGN...

..., these are examined to see how they contribute to the generally sceptical attitude of engineers towards dynamic pile-driving formulae, andto thecontinuingpopularity of these formulae for designing piles. Two major factors are identified: the first relates to the omission of rate effects in dynamic formulae, while...

... beams requires that the slip capacoiftythe connectors shall not be less than the maximum slip required for thetboeraemach its design ultimate load. Maximum slip depends on many parameters, of which degree of shear connection and span are the most significant. It is also difficult to predict slip...

...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...

...C F BONNETT; DLR © Thomas Telford and ICE 1991 LONDON TRANSPORT INTERNATIONAL DOCKLANDS LIGHT RAILWAY DLR TRACK RAILWAYS LIGHTWEIGHT ACCESS NOISE VIBRATIONS ENGINEERING TRACKWORK DESIGN CONSTRUCTION PERMANENT WAY METROS LIGHT RAIL URBAN ENVIRONMENT LOADS PROBLEMS...

...A R BURDEN © Thomas Telford and ICE 1991 TOKYO UNIVERSITY CABLE STAYED BRIDGES DESIGN CABLES STAYS LAYOUT GIRDERS TOWERS PYLONS PIERS WINGS ENGINEERING ASEISMIC ROADS RAILWAYS SUPERSTRUCTURES SPANS STEEL SUSPENSION LOADING LOADS CONSTRUCTION AESTHETICS FANS...

...O P WILLIAMS; R A READER © Thomas Telford and ICE 1991 ROFE KENNARD & LAPWORTH WALLACE EVANS DAMS DESIGN CONSTRUCTION EMBANKMENTS FILTERS ROCKFILL QUARRIES TRANSITION FILL RIPRAP INSTRUMENTATION WATER RESOURCES DEVELOPMENT FOUNDATIONS BORROW AREAS PROBLEMS...

...B F GONSALVES; R W DEACON; D PILGRIM; B P PRITCHARD; E F HUMPHRIES; C J HANCOCK; A J POWDERHAM; R N SAINSBURY; S J MATTHEWS; M S ATKINSON; D J SHARPE; C F BONNET; N L SADLER; P F MEAD; S EVANS; HOLLA © Thomas Telford and ICE 1991 DOCKLANDS RAILWAYS LIGHT CONTRACTS DESIGN...

...T J UPSTONE; A R BURDEN Proc. Instn Civ. Engrs, Part 1, 1991,90,Oct., 1099-1 100 DISSCTUR9S6UES5CN4IOTGNUINREAELRING GROUP Modern Japanese suspension bridge design A. R.Burden T. J. Upstone, Fellow In 22-24, the Author discusses the use of pre-formed parallel wire strands (PPWS) for the main...

...D O J FERRY Proc. Instn Ciu. Engrs, Part 1, 1991, W,Oct., 1113-1115 WORKMSEHEOTNPIGNIGNEEMRAINNGAGEMENT GROUP Contractual systems for the design and construction of civil engineering woriknsthe UK compared with those in other European countries Introducer D. 0.J. FERRY, PhD, FRICS* Reporter R. S...

... of these embankments varies widely, from natural defences such as sand dunes, to engineered defences with hard protection such as concrete step-work or steeLsheet piles. The protection standards afforded by the defences similarly vary widely, from the Thames Tidal Defences, which are designed to withstand a storm...

... as the Secretary of State s agent, setting out design criteria, but leaving room for innovation in the design. Eight consortia submitted proposals, which included bridges, submerged twin tube tunnels and a twin bored tunnel. Three tenderers were shortlisted, and after a period of negotiation the awardwas made...

...D STEPHENSON; J R METCALF WITWATERSRAND UNIVERSITY KEEVE STEYN HIGHLANDS DELIVERY TUNNEL MODELS STUDIES AIR ENTRAINMENT DROP SHAFTS TESTS INTAKES TUNNELS WATER SUPPLY FLOW WATER PERSPEX MODELLING DEAERATION CHAMBERS REDUCTION VENTS BAFFLES SCALE DESIGN RELEASE...

...F GONZALEZ VIDOSA; F G VIDOSA; M D KOTSOVOS; M N PAVLOVIC THREE DIMENSIONAL NON LINEAR FINITE ELEMENTS MODELS STRUCTURAL CONCRETE PROBLEMS GENERALITY PARAMETERS DESIGN PRACTICAL TOOLS ANALYSIS UNIAXIAL CYLINDERS COMPRESSIVE STRENGTH MIX MODELLING COMPONENTS PLAIN PRISMS...

... COMPONENTS EXPERIMENTS CONCRETE CYLINDERS SANDWICH PARAMETRIC STUDIES DESIGN REGULATIONS FORMULAE LENGTH DIAMETER RATIOS EFFECT RADIAL STRESS GROUTED BONDS SLIP TESTS PARAMETERS SAFETY BIAXIAL SPRINGS Proc. InstnCiu. Engrs, Part 2, 1991,91, Sept., 317-398...

...B J HOOK; J R KEMBLE © Thomas Telford and ICE 1991 DOBBIE WEYMOUTH & PORTLAND BOROUGH COUNCIL SEA DEFENCES DESIGN CONSTRUCTION FLOODING WALLS FLOODS SEA WALLS IMPROVEMENT INTERCEPTING CULVERTS CUT OFF ALLEVIATION OPEN CHANNELS DISCHARGES HARBOURS PERCOLATION...

...D R JELLIE; B SHEPHERD © Thomas Telford and ICE 1991 OVERSEAS PROJECTS CORPORATION VICTORIA CORCORAN SHEPHERD CITRA CONSTRUCTIONS SPIE BATIGNOLLES ELEVATED SECTIONS FREEWAYS DESIGN CONSTRUCTION SUBSTRUCTURES SUPERSTRUCTURES MATCH CAST MATCH CAST SEGMENTAL CASTING...

...P MCDONALD; D R JELLIE Proc. Instn. Civ. Engrs, Part 1,1991, 90, Aug., 695-731 PAPER 9637 ROADPANEL Elevated sectionof the West Gate Freeway, South Melbourne, Australia. Partl :design and construction of foundations P. MCDONALD, DipCE, BE, MEngSc, MIEAust* D.R. JELLIE, DipCE, MIEAustf...