...M N PAVLOVIC; A ZINGONI; J W GECKELER; POISSON © Thomas Telford and ICE 1991 IMPERIAL COLLEGE EDGES DISTURBANCE SPHERICAL SHELLS VARIATIONS GEOMETRY PARAMETERS SUPPORTS THICKENING PEAK STRESS STUDIES INVESTIGATIONS LAWS MAXIMUM TOTAL FIBRES OPEN THIN SYMMETRICAL...

...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...

...I S HEIJNE; G M WEST BABTIE DOBBIE NATIONAL RIVERS AUTHORITY HYDRAULICS RESEARCH SEA DEFENCES DESIGN INTERCEPTOR DRAINS TIDAL FLOODING TIDES FLOODS SHINGLE COASTS BEACHES COASTAL GEOMORPHOLOGY INVESTIGATIONS SURVEYS TOPOGRAPHY MARINE GEOLOGY ASSESSMENT HYDRAULIC...

... the planning, investigations and design that led to the construction ofthe Victoria Dam, which is a 122 m high double curvature concrete arch, as well as the overall concepts relating to the 5.7 km long tunnel and the 3 X 70 MW powerstation, with provision for a second tunnel and doubling of the installed...

... was chosen, connecting into TWA sexisting shaft 6 at Moor LanewheretunnelsfromWraysbury (Queen Mother) and Datchet reservoirs joined. Again, a 2.54 m internal dia. was chosen as appropriate to thfuelly developed works flowof 320 Ml/day. Site investigations 7. The principal aim of the site investigations...

... 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...

... 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...

... 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 and analyses carried out...

... 930E6NDGGISRINCOUEUESNPRSDIONNG Conventional retaining wall:spilot and full-scale studies I. F. Symons and R.T. Murray Mr Symonsand Dr Murray A main objective of the most recent pilot-scale investigation was to examine the pressures developed duringswelling of London clayfill. This phaseof the study,I5 which extended over 20...

... 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...

... 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 TOLERANCES QUALITY ASSURANCE...

...D G E SMITH © Thomas Telford and ICE 1989 SCOTT WILSON KIRKPATRICK FOUNDATIONS DIESEL GENERATORS DOCKYARDS NAVAL PERFORMANCE DESIGN BLOCKS PILES RAKES INVESTIGATIONS RAFTS REMEDIAL REPLACEMENT SETS FAILURES DIFFERENTIAL DYNAMICS CHARACTERISTICS FORECASTS...

... 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 process. Recording...

... MONITORING LONG TERM TESTS INVESTIGATIONS PROBLEMS TECHNICAL ENVIRONMENTAL ENVIRONMENT SITE INVESTIGATION MASS ACCESS CRACKING VISUAL MOVEMENT DISPLACEMENT MAPPING NON DESTRUCTIVE DISCOLORATION SURFACE POP OUTS DEPOSITS MIX PETROGRAPHIC CONTENT PETROGRAPHY STRENGTH STIFFNESS DAMAGE...

... 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 that the concrete was affected by alkali...

... 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...

...CG TILSTON; JM GILCHRIST DESIGN INSTALLATION SEA PILES FOUNDATIONS DEFLECTION OIL GAS DRILLING LEGS PLATFORMS STEEL TUBULAR JACKETS GROUTS EQUIPMENT SOILS LOADING LOADS BOREHOLES SURVEYS PROJECTS DATA INVESTIGATIONS INSTRUMENTATION CONES PENETRATION TESTS HAMMERS...

... deposits, the construction and testing of a trial aircraft pavement, and the results of investigations into the existing runways. It is concluded that coral materials on Tarawa are capableof forming excellent base courses, andthat defectsin the existing runway are the resulot f overload in relationto...