... to the equilibrium scour condition and the corresponding design formula for estimation of maximum scour depth is also proposed for given ¯ow, sediment and pier conditions. The computed values of maximum scour depth showed adequate and safe estimation for bridge pier foundations. Keywords: hydraulics & hydrodynamics...

.... The advantage of this arrangement would be a further lowering of the average tailwater level at the tailrace outfall thereby increasing the energy yield of the project. The range of daily ¯uctuation in foundation loading would also be reduced. 13. The principal disadvantage of this arrangement is the regulation...

...cult foundation soils, the geochemistry, high artesian groundwater pressures and the potential for major seismic activity associated with the tectonic plate boundary make the Karameh site unique. The dam has been commissioned by the Jordan Valley Authority ( JVA) of the Ministry of Water and Irrigation...

... to provide for the ground conditions of glacial origin that are encountered in that country. This paper describes the design and construction of large precast concrete quay walls that have been built at various locations in Finland. Details of dredging works for foundations, bed preparation, compaction...

...P BROUGHTON; S KOMAROMY; M LEFRANC; B ROGNLIEN; R HAYES © Thomas Telford and ICE 1996 PHILLIPS PETROLEUM KVAERNER EARL & WRIGHT AKER ENGINEERING STRUCTURES OFFSHORE SUBSIDENCE EFFECT STEEL JACKETS PILED FOUNDATIONS DESIGN PLATFORMS PILES EKOFISK SOILS MOVEMENT...

...T M SIWIEC; J K WHITE © Thomas Telford and ICE 1995 WARSAW UNIVERSITY QUEEN MARY & WESTFIELD COLLEGE LONDON UNIVERSITY PUMPS INSTALLATION DESIGN PROCEDURE MULTI JET JETS METHODS CALCULATING FLOW HEADS LOSS PIPES DEWATERING FOUNDATIONS EXCAVATIONS FINE SOILS...

... the slopes are gentler and also where began. Thedam foundation was covered mudstones form the underlyingrock. Alluvium, with drainagematerial before rockfillwas 3-5 m thick on the valleyfloor, comprises soft placed; the latter was produced by ripping silty deposits resting on coarse grained soils...

... INTENSIVE COUNTRIES DEVELOPING FINANCE CIVIL WORKS PROJECTS ENVIRONMENT SITES SEISMICITY FOUNDATIONS STEELWORK STRUCTURES PLANT PILING SUPERSTRUCTURES RIHAND UTTAR PRADESH INDIA ASIA Rihand Power Station Civil works: an Indo-British solution Proc. Instn Civ. Engrs Wat.,Marit...

... INVESTIGATION MINIPILES FOUNDATIONS COLUMNS JACKING FLY ASH ASH FLY PIGMENTED CAST IN SITU CAST IN PILES MANTLES SHELLS CLIMBING RIGS PUMPING DESIGN STRUCTURAL ASSESSMENT CONSTRUCTION CONTRACTS PIGMENT CLIENTS CONTRACTORS ENGINEERS COOPERATION Proc. Insln Ciu. EneWrsMata. rit. I...

...G P SIMS © Thomas Telford and ICE 1994 EPD CONSULTANTS DAMS MASONRY AGEING MAINTENANCE DESIGN GEOMETRY STABILITY UPLIFT DRAINAGE FOUNDATIONS GROUTING TREATMENT ROCKS CONSTRUCTION JOINTS METHODS MATERIALS CEMENT STRENGTH PERFORMANCE SEEPAGE QUALITY MORTAR LIME...

... DIVERSION PENSTOCKS CONCRETE FILL MATERIALS CRUSHING PLANT BATCHING EXCAVATIONS LININGS FORMWORK EARTHWORKS FOUNDATIONS GROUTING SPILLWAYS INTAKES POWER STATIONS MRICA JAVA SERAYU INDONESIA ASIA Mrica Hydroelectric Project Civil engineering construction Proc. InstnCiu...

... WATER POWER TUNNELLING RIVERS BEDS ABUTMENTS FOUNDATIONS FAULTS GROUTING VICTORIA MAHAWELI SRI LANKA ASIA The Victoria Project, Sri Lanka Project planning, design and construction of Victoria Dam; construction of Victoria Tunnel; Victoria Power-Station P. A. A.Back, W. T.Mee,* K...

...A MACDONALD; G M DAWSON; D C COLESHILL © Thomas Telford and ICE 1993 BABTIE SHAW & MORTON SHEPHARD HILL DAMS CONSTRUCTION RECONSTRUCTION SITES FOUNDATIONS SELECTION PLACING FILL MATERIALS TESTS POLLUTION CONTROL CONTRACTORS CONTRACTS RESIDENT ENGINEERS...

... undrained strengthof the unconsolidated core and boot, andt,o a lesser extent, by the pre-existing shearsin the foundation. Progressive failure had occurreda s P. R. Vaughan. Professor of Ground Engineering, imperial College o/Science, Technology and Medicine provide better protection against winter...