...JS SHIPWAY © Thomas Telford and ICE 1989 ROBERT H CUTHBERTSON WILIAM ARROL RAILWAYS DESIGN DISASTERS WIND FOUNDATIONS INQUIRIES SPANS BRIDGES FALLS METHODS PIERS PUBLIC COMPLETION HISTORY FAILURES GALES CONTRACTORS IRONWORK GIRDERS TAY SCOTLAND UK...

...DR WOODS © Thomas Telford and ICE 1987 HAZARDS WATER INDUSTRIES STAFF EMPLOYEES LABOUR WORKFORCE SAFETY DEATHS GAS INJURIES STRUCTURES FALLS SUMMARY been brought outat this symposium. Identification of hazards is amatter of experience, but training can help. The common risks...

...K TOMASIN © Thomas Telford and ICE 1987 HEALTH AND SAFETY EXECUTIVE. ENGINEERING INDUSTRIES SAFETY CONSTRUCTION ACCIDENTS DEATHS INJURIES ECONOMICS COSTS MANUFACTURING STATISTICS FALLS PREVENTION HAZARDS ENGINEERS CLIENTS CONSULTANTS TRAINING CONTRACTORS RESIDENT...

...DDA PIESOLD; MCQUEEN; RJ WHITE; RGT LANE; ARB EDGECOMBE; BC WALKER; JLM BRADLEY; BT SEDDON; RT GERRARD; GF ALLISON; GB MURDOCH; EM GOSSCHALK; A DOWNS; A HAMILTON HYDROELECTRICITY RIVERS FALLS PROBLEMS WATER DAMAGE UNDERGROUND BEAUTY SPOTS UNITS COUNTRIES RESERVOIRS FLOW EVAPORATION...

...RN SWAMY; KL ANAND SHEFFIELD UNIVERSITY HUSBAND AND CO HOWE CO LTD MONTREAL BEHAVIOUR CEMENT LOADS STRENGTH SERVICEABILITY MEMBERS LONG TERM SHRINKAGE MATERIALS TESTS PRESTRESSED CRACKS FALLS HIGH HAC SUSTAINED CONVERSION STABILITY ROOFS DEFORMATION SPECIMENS MIX...

...DDA PIESOLD; BC WALKER; GB MURDOCH © Thomas Telford and ICE 1974 WATERMEYER LEGGE PIESOLD AND UHLMANN MERZ AND MCLELLAN HYDROELECTRICITY RIVERS HYDROLOGY UNDERGROUND POWER STATIONS DISCHARGES HEADWORKS PLANT POWER FALLS STORAGE TOPOGRAPHY FLOODS INTAKES PRESSURE...

...AS PATEMAN; WH GRAF; D KANE; KJ IVES; JF RIDDELL; KM MALOUF; JJ SHARP; MR GOURLAY © Thomas Telford and ICE 1971 OBSERVATIONS GRAINS PARTICLES PARAMETERS FALLS VELOCITY NON DIMENSIONAL TECHNICAL NOTE 31 DISCUSSION Observations on an unusual parameter for grain fall velocity A. S...

...AS PATEMAN; REYNOLDS TECHNICAL NOTE 31 for writtedniscussion Observations on an unusual parameter for grain fall velocity A. S. PATEMAN, MSc, DIC, MICE' The Author describes some interesting observations made on using an unorthodox combinationof physical quantities to obtain a parameter...

... resistance dimensionless storage coefficient drawdown at end of fast phase design drawdown time time to dewater velocity of water table fall electrical voltage volume of water to be removed during dewatering co-ordinates Introduction The controlof groundwater by pumping wells is important t o civil engineers...

... CONSTRUCTION COSTS FALLS SURGES POWER STATIONS MECHANICAL DEVELOPING FINANCE DEVELOPMENT DESIGN BARRAGES INTAKES CHAMBERS PLANT TRANSMISSION EXPENDITURE ECONOMICS NKULA FALLS SHIRE RIVER LAKE MALAWI LIWONDE MALAWI AFRICA 7141 Nkula Falls hydro-electric scheme initial...

...J KINSELLA © Thomas Telford and ICE 1967 DORMAN LONG BRIDGE OF ENGINEERING SAFETY PERSONNEL CONSTRUCTION SITES ACCIDENTS MEASURES SUPERVISION OFFICERS CONTRACTORS EQUIPMENT DEATHS FALLS JOBS PLANNING LABOUR WORKERS FAILURES INSPECTION Third of three Papers...

..., and the initiation, firing procedure and collapse. The fall is analysed mathematically. Various factors relating to ground shock are examined and results are recorded of shock measurements on buildings and ground surface. INTRODUCTION D U R ~ NTHGE CONSTRUCTION of Dungeness A Power Station a Goliath crane, of 183-ft...

... and sandstone penetrated was difficult to forecast, and two serious roof falls occurred. The work was completed in October 1953, a t a cost of $44 million. HISTORICAL OF themany problems which present themselves tothe railway civil engineer, the most insistent is probably that of the obsolescence of structures...