...M N PAVLOVIC; A ZINGONI; J W GECKELER; POISSON IMPERIAL COLLEGE EDGES DISTURBANCE SPHERICAL SHELLS VARIATIONS GEOMETRY PARAMETERS SUPPORTS THICKENING PEAK STRESS STUDIES INVESTIGATIONS LAWS MAXIMUM TOTAL FIBRES OPEN THIN SYMMETRICAL LOADS CLOSED FORM EXPRESSIONS...

...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...

... flooding which occurred in December 1978 and February 1979, investigations were undertaken to establish whether or not a technically sound, economically viable scheme could be. sponsored to alleviate the flooding situation. The Paper recognizes the international importanceof Chesil Beach as a unique...

...P A A BACK; W T MEE SIR ALEXANDER GIBB PROJECTS PLANNING DESIGN DAMS VICTORIA PROJECT COUNTRIES DEVELOPING TROPICS HYDROELECTRICITY IRRIGATION INVESTIGATIONS DOUBLE CURVATURE CONCRETE ARCHES TUNNELS POWER STATIONS FEASIBILITY STUDIES HYDROLOGY GEOLOGY POWER SPILLWAYS...

... GROUTS CHEMICAL PLOTS TUBE A MANCHETTE MAZIER TRIPLE TUBES INVESTIGATIONS THREE VALLEYS THAMES IVER LONDON RICKMANSWORTH COLNE VALLEY LEE VALLEY UXBRIDGE UK Proc. lnstn Civ. Engrs, Part 1, 1990, 88, Dec., 929-954 9533 GROUP ENGINEERING GROUND Three Valleys Water...

... INSPECTION LOADS TRANSVERSE SALT BEHAVIOUR BEAMS MAINTENANCE TESTS BRIDGES POST TENSIONED DESIGN SEGMENTAL TENSION PRESTRESSED PRESTRESS CORROSION DECKS CRACKS TEMPERATURE FAILURES PRECAST INVESTIGATIONS JOINTS STRESS ROADS DEICING STEEL VEHICLES WIRE EFFECT YNYS Y GWAS...

... CONCENTRATION CONTENT SILICA SAMPLING SCANNING INVESTIGATIONS CEMENT ASH TESTS PROPERTIES STRENGTH PERMEABILITY PROFILES INGRESS REACTIONS ELECTRONS MICROSCOPY Proc. Instn Ciu.Engrs, Part 1,1989,86, Dec., 11 11-1128 9504 STRUCTGURROAULPENGINEERING An investigationof conventional ordinary...

... was located near bridge 41 (see Fig. 2). In addition, this particular length of canal has a history of deformations, hill-side slippages and water issues from the embankment. 6. A typical cross-section through the canal between bridges 35 and 36 is as shown in Fig. 2. The Paper describes the investigations...

...IF SYMONS; KZ ANDRAWES; LA WOOD; COLLINS; RT MURRAY; CRI CLAYTON; M GAYNOR; B SIMPSON; JM MAWDITT; C JONES © Thomas Telford and ICE 1989 STRATHCLYDE UNIVERSITY SURREY UNIVERSITY BULLEN AND PARTNERS DEPARTMENT OF TRANSPORT CONVENTIONAL PILOT INVESTIGATIONS FILL BEHAVIOUR...

... ANCHORS DESIGN FIELD INVESTIGATIONS ANALYSIS STRUCTURES QUALITY HIGH CONCRETE CLADDING SUPPORTS ECONOMICS STEEL PIPES SHELLS DREDGING CONTROL PROFILES BENDING LIMITING STRESS RADIUS MANUFACTURE CONCRETING ASSEMBLY STRINGS LAND SUBMERGED CONTROL WEIGHT BACKFILLING SURVEYS...

... investigation of the simplest first order ADZ model structure,which is the basic building blockof the higher order ADZ models requiredfor longer reaches. Aggregated dead zone model 4. Traditionally, dead zones are considered to be areas of dynamicstorage, usually located around the periphery of open channel...

...TM ROBERTS; H HAJIKAZEMI © Thomas Telford and ICE 1989 UNIVERSITY COLLEGE CARDIFF THEORY STUDIES BEHAVIOUR REINFORCED CONCRETE BEAMS STRENGTHENED EXTERNAL BONDED STEEL PLATES INVESTIGATIONS DISPLACEMENT STRAIN STRESS TENSION SOLUTIONS SHEAR NORMAL ADHESIVE LAYERS...

... STEELWORK GROUND MOVEMENT BASEMENTS INSTRUMENTATION INVESTIGATIONS COSTS MEASUREMENT DATA CRANES WIND FLOORS PROJECTS MONITORING CLIENTS DIAPHRAGM WALLS PLANNING CONTROL SUBCONTRACTORS DEVELOPMENT DRAWINGS ERECTION MODELS MODULES SWAY LOADS CAISSONS ARCHITECTS CORROSION...

...D G E SMITH FOUNDATIONS DIESEL GENERATORS DOCKYARDS NAVAL PERFORMANCE DESIGN BLOCKS PILES RAKES INVESTIGATIONS RAFTS REMEDIAL REPLACEMENT SETS FAILURES DIFFERENTIAL DYNAMICS CHARACTERISTICS FORECASTS CALCULATIONS DESIGN LIFE METHODS ACCURACY STANDARDS CONDITIONS GROUND...

... concrete structure constructed in 1957-62. In January 1971the dam suddenly exhibited movements which could not easily be explained. There followed a period of intensive investigations and research leading to the conclusion that alkali-silica reaction had occurred due principally to the combinationof...

... are common to surveys of both houses. The initial survey of the Temperate Houseis described giving the scope of the survey, indications of deterioration and preliminary structural investigation, including foundations. The initial estimate for basic work isgiven. Detailed surveys were required for design...

... an important part of Kenya s electricity supply system. The spillway, built in 1974, began to show unusual deformations eight years after completion. Extensive cracking and deformations large enough to prevent the full operation of the spillway gates were found. Laboratory and site investigations confirm...

...GP HAMMERSLEY Proc. Instn Ciu.Engrs, Part 1,1988,84,Dec., 1193-121 1 9370 ENGINEERING WATER GROUP Alkali-silica reaction in dams and other major water retaining structures:diagnosis and assessment G .P. HAMMERSLEY, MSc, FGS* Theproblemof a lackof a unified approach to the investigation of alkali...

... DATA INVESTIGATIONS INSTRUMENTATION CONES PENETRATION TESTS HAMMERS DRIVING STABBING NORTH SEA CLYDE FIELD Proc. Instn Ciu. Engrs, Part 1,1988,84, Aug., 713-736 9291 GREONUGP INEEGRRIONUGND Design and installationof the piled foundations for Britoil's Clyde platform C. G.TILSTON, BSc...

...C STEVENS; BG VERRALL SIR ALEXANDER GIBB CORAL AIRCRAFT PAVEMENTS MATERIALS RUNWAYS CONSTRUCTION ATOLLS STUDIES CASE STUDIES AIRPORTS UPGRADING CLASSIFICATION DEPOSITS TESTS TRIALS INVESTIGATIONS BASES COURSES DEFECTS OVERLOAD DESIGN CAPACITY COMPACTION LAGOONS...