... TEMPORARY WORKS INSTALLATIONS PLANT METHODS EXCAVATIONS GEOLOGY CONCRETE COOLING PRECAST FOUNDATIONS TREATMENT GROUTING DRAINAGE JOINTS CLOSURES OPENINGS CONTRACTS CABLEWAYS CRANES EXCAVATING PRODUCTION TEMPERATURE CONCRETING BLOCKS POST COOLING CURTAIN BLANKETS JOINT VENTURES...

... WALLS BASEMENTS CAISSONS SEAWATER STRUCTURAL INTAKES STEELWORK STEEL CLIENTS CLADDING CURTAIN CONTRACTORS SERVICES MODULES RISERS SUBFLOOR HONG KONG HONG KONG ASIA Proc. Instn Ciu. Engrs, Part 1,1988,84,Feb., 43-65 9214 STRUCTGURAOLUPENGINEERING Hongkong and Shanghai...

... MEMBRANES DEFLECTION MEASUREMENT ASPHALT RESERVOIRS ROCKS MANAGEMENT CONTRACTS PROJECTS INDUSTRIAL RELATIONS ELECTRICITY LANDSCAPE SPOIL CREST DISPOSAL PLANTING LANDSCAPING EMBANKMENTS MOUNTAINS HYDRAULIC POWER GENERATION TENDERS COSTS GROUTING CONSTRUCTION CURTAIN PLANT...

... progress was made in the severewinter months. 377. The technical problems varied along the length of the grout curtain. The problems in the centre section of the curtain are described in Appendix 4 of the Paper. Theproblem therewas that thefissures in the bedrock were filled withclay, sand and rock...

... RESERVOIRS GEOLOGY MORPHOLOGY LIMIT STATE EMBANKMENTS STABILITY DEFORMATION ROCKS SPURS ABUTMENTS ROCKFILL FILL ZONES TOES UPSTREAM GALLERIES CUT OFF CURTAIN INSTRUMENTAT WALES DINORWIG SNOWDONIA AFON Y BALA LLYN PERIS MARCHLYN GWYNEDD MARCHLYN MAWR UK Proc. Instn Civ...

.... The maximum depth was 105 ft and the average 80 ft. On average, holes formed by the drilling rigs took 7 hours each and the piling rigs took 31 hours. The maximum number of drains completed in a week by a drilling rig was 42 and by a piling rig 10. Concrete cutoff and grout curtain 13. A 6 ft wide trench...

... LEAKAGE SPILLWAYS SIPHONS CREST BELLMOUTHS GROUTING CURTAIN GROUTS COFFERDAMS JOINTS ACTS SEEPAGE ROCKS FOUNDATIONS MORAINE COLLOIDAL MOVEMENT MEASUREMENT ACCURACY GEOLOGY HIGHLANDS RECREATION FISH PASSES FISH PASSES SCOTLAND HIGHLANDS UK © Thomas Telford and ICE...

... some reduction in uplift pressure distribution at the base, below the linear diagram assumed downstream of the grout curtain (5 39). The actual uplift pressure distributions recordedover the years should be most illuminating. 204. It would be interesting to know the unit shear stress...

... POWER STATIONS RIVERS DIVERSION COFFERDAMS CEMENT AGGREGATES TESTING PLACING FORMWORK GROUTING TESTS GROUTS CURTAIN GAUGES DEFLECTION MEASUREMENT WARRAGAMBA AUSTRALIA Paper No. 6721 WARRAGAMBA DAM by Thomas Bruce Nicol, C.B.E., B.E., M.I.C.E., M.1.E.Aust. Engineer-in-Chief...

... EARTHQUAKES ZONES FILL COMPACTION CLAYS CORES DIVERSION MATERIALS WELDING PENSTOCKS INTAKES GATES SPILLWAYS GROUTS CURTAIN SLOPING EMBANKMENTS FOUNDATIONS TREATMENT GABBRO WEATHERED HIRFANLI KIZIL IRMAK DISCUSSION ON THE HIRFANLI HYDRO-ELECTRICPROJECT 477 Paper No. 6503...

... in. centres inside a steel cylinder which was subsequently jacked out against the piles. A special item of floating plant was used and the system enabled a range of loadings to be transmitted to the piles. Curtain slabs were inserted between the piles and provision was made to ensure a positive bearinogn...

...A L LEGGATT; J BOBROWSKI © Thomas Telford and ICE 1961 E R COLLISTER NORTH THAMES GAS BOARD TROLLOPE & COLLS PIERHEAD LTD BUILDINGS CLIENTS DESIGN STRUCTURES PRESTRESSED CONCRETE FOUNDATIONS WIND LOADING CURTAIN WALLING ERECTION FLOORS BEAMS EDGES COLUMNS...

... ECONOMICS INDUSTRIES DEPOSITION CURTAIN SAFETY SANDSTONE NUBIAN GROUNDWATER EQUATIONS DESERTS WATER TABLE CULTIVATION DEPOSITION METHODS DIGITAL COMPUTERS MOVEMENT VELOCITY NILE BASIN ASWAN DAM SADD EL AACI RIVER NILE HIGH DAM WADI RAYAN EGYPT AFRICA DISCUSSION...

... COOLING GROUTING FLOODS RESERVOIRS COUNTRIES DEVELOPING TUNNELS BELLMOUTHS SCREENS CURTAIN CUPOLAS DOKAN DAM LESSER ZAB IRAQ MIDDLE EAST DISCUSSION ON THE WKAN PROJECI 79 Paper Nos 6389 and 6390 The Dokan Project? bY Geoffrey Morse Binnie, M.A., M.I.C.E. Joseph Garden Campbell...

...G M BINNIE; J G CAMPBELL; N H GIMSON; P F F LANCASTER J; C A GILLOTT; PFFL JONES © Thomas Telford and ICE 1959 BINNIE BEACON & GOURLEY DOGRACO GROUP DUMWZ BALLOT PROJECTS DAMS COUNTRIES DEVELOPING FLOODS DISPOSAL WORKS GROUTED CUT OFF CURTAIN DESIGN CONSTRUCTION...

... CURTAIN CONTROL WORKABILITY LEDNOCK DAM ST FILLANS BREADALBANE SCOTLAND UK Paper No. 6326 FEATURES OF LEDNOCK DAM, INCLUDING THE USE OF FLY ASH bY Arthur Charles Men, B.Sc.(Eng A.M.I.C.E. Resident Engineer, Sir M. MacDonald & Partners For written discussion SYNOPSIS The Paper describes...