... 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...

...DP BERTLIN; FL TERRETT; ML WOLFE BARRY; JG BERRY; PC MORNEMENT; RL TRIGGS; KN ARCHIBALD; D JONES; HILL. RB; EL BARRON © Thomas Telford and ICE 1977 PIERS DESIGN WALLS LOADS ECONOMICS HYDRAULIC STUDIES FENDERS EXTENSIONS CONSTRUCTION BUTTRESSES FORCES ANCHORS MODELS WAVES...

...DP BERTLIN; PC MORNEMENT © Thomas Telford and ICE 1977 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 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...

... COUNTRIES FENDERS GROUND PILES MAINTENANCE COFFERDAMS TEMPERATURE WALLS PORTS BUTTRESSES DEVELOPING SHIPS TERMINALS DRIVING LOCKS LOADS MOVEMENT MONSOONS BOMBAY INDIA © Thomas Telford and ICE 1973 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...

...R L FITT; R MARWICK; F W A WHITAKER © Thomas Telford and ICE 1967 SIR ALEXANDER GIBB DAMS STORAGE HYDROELECTRICITY BUTTRESSES SITE INVESTIGATION HYDROLOGY EMBANKMENTS STABILITY RESERVOIRS HYDRAULIC SEDIMENTATION PLANNING IRRIGATION CENTRAL EQUIPMENT SITES SOILS BERMS...

...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...

...A A FULTON; L H DICKERSON; J G BROWN; R C S WALTERS; H H DIXON; P B LODGE; T H DOUGLAS; J GUTHRIE BROWN; R T GERRARD; J C A ROSEVEARE; A D M PENMAN; E J K CHAPMAN; J A BANKS; M F KENNARD DESIGN CONSTRUCTION HYDROELECTRICITY DAMS CONCRETE GRAVITY BUTTRESSES COSTS RESERVOIRS EMBANKMENTS...

... 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...

... INTAKES REINFORCED SLABS BUTTRESSES BIFURCATION CLOSURES FILL EARTHFILL EARTH CANALS HEADRACE TAILRACE PITS ROCKS EXCAVATED POWER ENERGY PLANT HYDROLOGY INTERNATIONAL COOPERATION BEDROCK SPILLWAYS COSTS EXCAVATING For discussion at an Ordinary Meeting on Tuesday, 9 March, 1965...

... and handling arrangements. The types and mixesof concrete and aggregates are discussed, together with means of placing. etc, and there are short sections on grouting, instrumentation, and geologicalinvestigations. It isconcluded that, forScottish conditions, concrete gravity and buttress dams seem the most...

... 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...

...J R RYDZEWSKI © Thomas Telford and ICE 1961 DESIGN BUTTRESSES DAMS TRIANGULAR PROFILES CONSTANT WEBS THICKNESS Proceedings, July 1960:- CORRIGENDA Paper No. 6429 (Rydzewski): p. 274, 0 20. Equation(7)shouldread p. 277,s 25. Equation (10)should read -(a2 - wm 1+n2 n+m p. 282, Fig...

...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...