... for the fundamental period of vibration has been assessed. For Wimbleball Dam (buttress), it was found that buttresses are not completely independent; in fact, appreciable energy transfer occurs between them. From two visits, when the reservoir levelwas21 m and 7 m below spillway level,itwas shown...

..., whichinvolves a method of construction which has not been frequently used, might be developed with advantage for other locations besidesBombay. The idea of a buttress wallwith arches from buttress to buttress has seldom been adopted in recent quay design, which is surprising in view of its many advantages...

...DP BERTLIN; PC MORNEMENT BERTLIN AND PARTNERS EXTENSIONS EXPANSION WATER BUILDINGS CARGOES FREIGHT DESIGN PRECAST IN SITU FENDERS BANKS ROOFS COLUMNS INVESTIGATIONS COSTS PIERS CONSTRUCTION BERTHING PASSENGERS CONTRACTS BUTTRESSES CONCRETE HEARTING BLOCKS RUBBLE...

... CONCRETE CRACKS CRACKING CONSTRUCTION CLIMATE SAVINGS CEMENT ENGINEERS HEAT FLY ASH THERMAL RELATIONS AIR WATER AUTHORITIES STATE OF THE ART BUTTRESSES STUDIES DAMS PREVENTION COSTS METHODS MODIFIED AGGREGATES CONTRACTORS HYDRATION POZZOLANS PFA PROJECTS ENTERTAINMENT WATER...

... JOINTS TROPICS EXPANSION DESIGN COUNTRIES FENDERS GROUND PILES MAINTENANCE COFFERDAMS TEMPERATURE WALLS PORTS BUTTRESSES DEVELOPING SHIPS TERMINALS DRIVING LOCKS LOADS MOVEMENT MONSOONS BOMBAY INDIA 7431 4 7432 DISCUSSION Bombay dock expansion scheme D. P. BERTLIN, J...

... CONTRACTORS PROBLEMS LAYOUT ROCKS GATES SEISMIC CONTRACTS BONUSES RE REGULATING MODELS MODIFICATION BUTTRESSES GROUTING BLOCKS RESISTANCE PENALTIES FARAHNAZ PAHLAVI LATIYAN IRAN MIDDLE EAST 7073 DISCUSSION Farahnaz Pahlavi Dam a t Latiyan K. N. SCOTT, W. T. N. REEVE 81J. P...

... IRRIGATION PLANNING SLUICES BUTTRESSES RESERVOIRS PIEZOMETERS COLLIMATION BENTONITE DESIGN FOUNDATIONS INSTRUMENTATION FLOODS SUBSOIL LABOUR COLLIMATORS ROSEIRES BLUE NILE SUDAN AFRICA 7047/7048 DISCUSSION The Roseires Dam, Sudan: planning and design R. L. FITT, R. MARWICK & F...

...K F SCOTT; W T N REEVE; J P GERMOND © Thomas Telford and ICE 1968 SIR ALEXANDER GIBB SASER DAMS BUTTRESSES TUNNELS WATER FOUNDATIONS HYDROLOGY TESTS CEMENT RESERVOIRS PHOTOELASTIC STUDIES HYDROELECTRICITY TREATMENT EXPLORATION DESIGN GEOLOGY CONSTRUCTION...

... stages, and consists of a central concrete buttress section flanked byembankmentdamswithan overall lengthat Stage I of 13.5 km. The Paper describes the preliminary site investigations, and the developmeonft the design of the two distinct sections of the dam and its associated equipment. The overlap...

...R L FITT; J V CORNEY © Thomas Telford and ICE 1967 SIR ALEXANDER GIBB COYNE ET BELLIER IMPRESIT GIROLA LODIGIANI DAMS SITES CONTROL CONCRETE MATERIALS JOINTS GROUTING SELECTION TESTS LABOUR CONSTRUCTION FACILITIES INSTRUMENTS FOUNDATIONS SHUTTERING BUTTRESSES...

...W YOUNG; R H FALKINER © Thomas Telford and ICE 1966 JAMES WILLIAMSON EDMUND NUTTALL DESIGN CONSTRUCTION PUMPED STORAGE PROJECTS DAMS BUTTRESSES HYDRAULIC GATES GROUTING STRAIN MEASUREMENT UNDERGROUND EXCAVATING DIORITE EXPLORATION PROBLEMS METHODS MACHINERY...

... WIRE ECONOMICS CONTRACTORS SINKING CAISSONS STEELWORK ROPES ERECTION COSTS FABRICATED FABRICATION BUTTRESSES SHEETPILES CABLES BOX MEMBERS BOLTS ROLLERS SHEET PILES SUPPORTS SHEAR CONNECTORS NEWPORT RIVER USK GEORGE STREET WALES UK Discussion on Paper No. 6840...

... BUTTRESSES COSTS RESERVOIRS EMBANKMENTS 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...

... CONDITIONS DAMS LAW RELATIONS SLABS BUTTRESSES POWER CLAYS SOFT RADIAL GATES MODELS TESTS PLANT STABILITY HEADRACE CANALS HYDROLOGY RUNOFF FLOW INTAKES COSTS SKOGFOSS PASVIK RIVER LAKE ENARE NORWAY USSR EUROPE FINLAND SCANDINAVIA RUSSIA Discussion on Paper No. 6847...

...J C A ROSEVEARE; A A FULTON; J G BROWN; J GUTHRIE BROWN; E J K CHAPMAN; P L MALOY; V B CHANDORKAR; J K HUNTER; J C DICKINSON; H HEADLAND; G A J YOUNG; V G NEWMAN; F W COATES; H W GOLDING © Thomas Telford and ICE 1965 PUMPED STORAGE ENERGY DAMS HYDROELECTRICITY BUTTRESSES PUMPS...

... of the dam is generally no more than 40-50 ft. 15. The dam is designed as a slab andbuttress dam of reinforced concrete, with a buttress spacing of 16 ft 6 in. The slab is divided into 39- and 43-ft sections by contractionjoints. Generally,with dams of this type, thebuttresses are erected a considerable time...

... GROUTING INSTRUMENTATION SITES GRAVITY BUTTRESSES SAVINGS MATERIALS LABOUR ECONOMICS WORKERS TRANSPORT PRECAST UNITS UNSTRESSED PLASTICISERS ADDITIVES CEMENT SUBSTITUTE MIX VARIATIONS PLACING MIXING LIFTS JOINTS SHUTTERING PROTECTION UPSTREAM GROUTS MEASUREMENT COSTS...

... DEVELOPING TROPICS MOUNTAINS DAMS BUTTRESSES ARALDITE EPOXY RESINS WEIRS TUNNELS INTAKES POWER HYDRAULICS RESEARCH DEATHS FUMES NITROGEN OXIDE VENTILATION LAYOUT MODELLING SPILLWAYS STILLING BASINS MODELS TESTS PENSTOCKS GROUTING COLGROUTING RUNOFF CATCHMENTS RESERVOIRS POWER...

... 1961 DESIGN BUTTRESSES DAMS TRIANGULAR PROFILES CONSTANT WEBS THICKNESS ...

...J R RYDZEWSKI © Thomas Telford and ICE 1960 SOUTHAMPTON UNIVERSITY DESIGN BUTTRESSES DAMS TRIANGULAR PROFILES CONSTANT WEBS THICKNESS GRAPHICAL FORMS TABULAR ECONOMICS CLASSICAL THEORY DISTRIBUTION STRESS Paper No. 6429 THE DESIGN OF BUTTRESS DAMS OF TRIANGULAR...