...D K YOUNG; P RUTTY © Thomas Telford and ICE 1991 MOTT MACDONALD DOCKLANDS GEOTECHNICS ROADS HIGHWAYS INFRASTRUCTURE GROUND CONDITIONS DEVELOPMENT INFILL DOCKS INFILLING PILES FILL FOUNDATIONS EMBANKMENTS BRIDGES ACCESS GEOLOGY HISTORY APPROACHES FLYOVERS...

...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...

...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...

...T S HEDGES; R BURROWS; P J DICKINSON; WACCAS UK WIRRAL LIVERPOOL BAY COASTAL WAVES CLIMATE CATEGORISATION WIND DATA CLASSIFICATION COMPUTERS PROGRAMS NEARSHORE STORMS MONITORING COASTS CHANGE BEACHES CONDITIONS MEASUREMENT TIDES DATA TIDAL VALIDATION MODELS...

...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...

... INSTANTANEOUS VALUE OFFSHORE ONSHORE APPLICATIONS COASTAL RESEARCH COASTS MOTION BOUNDARIES SOLUTIONS SEAWARD SHORELINE CONDITIONS Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Dec.,719-737 PAPER An unsteady flow bore modeflor sediment transport in broken waves. Part1:the developmentof the numerical...

...A ZINGONI; M N PAVLOVIC © Thomas Telford and ICE 1991 EFFECT SUPPORT CONDITIONS LIQUIDS FILLED SPHERICAL VESSELS Proc. Instn Civ. Engrs, Part 2, 1991, 91, Dec., 899 Corrigenda Effect of support conditions in liquid-filled spherical vessels; Part2: inclined supports. A. ZINGONaInd...

...A R DAWSON; F BULLEN © Thomas Telford and ICE 1991 NOTTINGHAM UNIVERSITY QUEENSLAND TECHNOLOGY UNIVERSITY FURNACES ASH ENGINEERING PROPERTIES SUBBASE MATERIALS PAVEMENTS LABORATORIES FBA TESTS EXPERIMENTS BEHAVIOUR SIMULATION FIELD CONDITIONS COMPACTABILITY STRENGTH...

... PREDICTION CONDITIONS STEEL SHELLS Proc. lnstn Ciu. Engrs, Part 1,1991, 90, Oct., 1077-1088 9593 DISCUSSION STRUENCGTUINREAELRING Defects in accepted methods of estimating design loading forsilos GROUP G. E. Blight ProfessorJ. M. Rotter and Dr J. Y. Ooi, Uniuersity of Edinburgh TheAuthorargues...

... CONDITIONS SAND INJECTION THREE VALLEYS ENGLAND RICKMANSWORTH COLNE VALLEY LEE VALLEY UXBRIDGE VALLEY LONDON UK Proc. Instn Cio. Engrs, Part 1,1991, 90, Oct., 1073-1075 NDGIRISNCOEUUESNRS9DII5NO3G3NE GROUP Three Valleys Water Committee: tunnel connection to Thames Water reservoirs A. C...

... CONSTRUCTION BRIDGES VIADUCTS LIGHT RAIL UPGRADING URBAN PASSENGERS TURNKEY CONTRACTORS CONSULTANTS TENDERING PILING PROJECTS ORGANISATION JOINT VENTURES MANAGEMENT CONDITIONS REDEVELOPMENT INFRASTRUCTURE STEEL STRENGTHENING DESIGN AND BUILD INSPECTION SAFETY MAINTENANCE COLUMNS...

...) A particularcontractmightstipulatethemethods or programme, in which case the contractor was both bound by such methods or pro- grammes and also entitledto proceed in that way. If something prevent- ed this, thenthe contractor wasentitled to variationorders and payment accordingly. Finally,the ICE Conditions of Contract contained express...

... on the fifth edition of the ICE Conditions ofcontract and took the form of a firm price turnkey contract. The tendered cost of construction for the scheme was approximately E86 million at July 1986 prices. The work started in August 1988 and was scheduled for completion in summer 1991. The Trafalgar House...

... THEORY NON SHALLOW REVOLUTIONS LOADING BOUNDARIES CONDITIONS VARIABLES RATIOS BENDING COMPONENTS INFLUENCE EFFECTIVE INCREASES REDUCTION PARAMETRIC EFFECT CORRECTIVE ACTION DISTANCE GEOMETRY APPROXIMATION VALUE Proc. Instn Civ.Engrs, Part 2, 1991,91, Sept.,495-516 PAPER 9745...

...? Details are given of the measured depth-averaged velocity distributions and exchange coeff- cientsforaphysicalmodelofasquare harbour withasingleasymmetricentrance.The model was based on typical harbour shapes in the USA and the UK; the tidal conditions were typical of those in the UK. For these tests...

... 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...

...A ZINGONI; M N PAVLOVIC EFFECT SUPPORT CONDITIONS LIQUIDS SPHERICAL VESSELS INCLINED SUPPORTS KINEMATICS CONSTRAINTS SHELLS STRESS INCLINED COLUMNS TANGENTIAL METHODS FLEXIBLE RINGS BEAMS MEMBRANES DISPLACEMENT DEFORMATION EDGES CORRECTIONS VARIATIONS BENDING...

...A ZINGONI; M N PAVLOVIC © Thomas Telford and ICE 1991 IMPERIAL COLLEGE EFFECT SUPPORT CONDITIONS LIQUIDS SPHERICAL VESSELS LIMITING RINGS BEAMS STIFFNESS STRESS BENDING LOCALISED KINEMATICS CONSTRAINTS DISPLACEMENT PATTERNS AXIAL TORSIONAL ROTATIONAL RIGIDITY...

...D R CULVERWELL; D E NEALE; N BUNNI; S MUSTOW; J H PHILLIPS © Thomas Telford and ICE 1991 LAWYERS ENGINEERS CONSTRUCTION CONTRACTS LAW CLIENTS LEGAL PRACTICE LIABILITY LITIGATION ARBITRATION PROFESSIONS DISPUTES CONDITIONS Proc. Instn Ciu. Engrs, Part 1, 1991,90, June, 653...

... SEASONS TESTS STATISTICS BOUNDARIES CONDITIONS MATHEMATICS MODELS GAUGING STATIONS INFLUENCE TIME HISTORY HISTORY TIME CONTRACOSTA WATER BRADFORD UNIVERSITY PHILLIP WILLIAMS UNITED STATES GEOLOGICAL SURVEY UNISTAGEOSUR © Thomas Telford and ICE 1991 Proc. lnstn Ciu. Engrs...