... had been built inside a full-tide cofferdam. The dam was between 300 and 400 feet in length, with two cross-walls to split it up; otherwise the total length of the wall would have been too great. He believed that they had driven six tapered piles to correct the verticality ofthe sheet piling during...

..., and footings, were use according to site conditions ; beamswere of steel and reinforcedconcrete.Speci. care was taken with tidal and underwater details. The main alignment wasusua! straight but verticalcurves were adopted when beach slopes wereappropriate. COB dams were seldom used on sites. Pile-driving...

...R A STEPHENSON © Thomas Telford and ICE 1950 DESIGN CONSTRUCTION COFFERDAMS DOCKS DAMS RIVERS SHEETPILING LAYOUT LOCKS CHAMBERS GRANITE MASONRY GATES MACHINERY PADDLES SLUICES HYDRAULIC CAPSTANS FOOTBRIDGES POWER STATIONS WALLS INVERTS SOILS PLANT CONCRETE...

...E C DILLON © Thomas Telford and ICE 1950 TUNNELS HYDROELECTRICITY HYDROELECTRIC DAMS PROJECTS GRAVITY CONCRETE STATIONS CAPACITY DRILLING CEMENT PLANT POWER POWER STATIONS SUPPLY SERVICES EQUIPMENT DRIVING LININGS MULLARDOCH FASNAKYLE AFFRIC TUNNEL TUNNEL...

...J A BENNETT; C C BUCKLER; O DAWSON; C F GRUNDY UK KENYA THE INSTITUTION OF CIVIL ENGINEERS. WORKS CONSTRUCTION DIVISION. SYMPOSIUM OF FOUR NOTES ON CONTRACTORS SITE LAY-OUTS. 1. PITLOCHRY DAMAND POWER-HOUSE ; AND CLUNIE DAM. By JOHNADAMBENNETT. 2. KILINDINI HARBOUR, MOMBASA...

...W MACGREGOR; J A BENNETT; C C BUCKLER; O DAWSON; C F GRUNDY; D P BERTLIN; H J B HARDING; J C WADDINGTON; H G KEEFE; A P LAMBERT; J D GWYNN © Thomas Telford and ICE 1949 PICCADILLY LINE CONTRACTORS SITES POWER STATIONS DAMS TUNNELS WORKS CONSTRUCTION FLOODS RECORDS COFFERDAMS...

...D H LITTLE © Thomas Telford and ICE 1947 DOCKS WIDENING DESIGN TRIALS PITS PLANT DAMS EXCAVATIONS CEMENTATION CONCRETE DEMOLITION MASONRY PILES DRIVING RAILWAYS CAPSTANS VALVES REMOVAL COSTS LAYOUT TRENCHES TIMBERING DOCKYARDS HM DOCKYARD DEVONPORT UK...

... The Tir John Northtunnels, Swansea . . . . . . . . . . . 12 Moscow MetropolitaRnailway . . . . . . . . . . . . . 14 Arch dam of frozen ground used to prevent earthslide in GrandCoulee dam foundations . . . . . . . . . . . . . . . . . . . Mouldsworth shaftandadits . . . . . . . . . . . . . . Conclusions...

... hadstatedthatthere was no inherent reason why the direct inetahodshould not be applied to a model in three dimensions. I n fact, the method had been so applied, and, particularly in the case of arch dams, ithad been used very considerably. For example,in 1926 the Stevenson Creek dam was investigatedby three...

...F S SNOW © Thomas Telford and ICE 1944 RIVERS WALLS JETTIES BUILDINGS ANCILLARY PUMPHOUSES ACCESS PIERS EXTENSIONS DOCKS CONSTRUCTION PILES CANALS DESIGN COFFERDAMS SHEETPILING TIMBER FENDERS EXCAVATIONS DAMS THE INSTITUTION OF CIVIL ENGINEERS. STRUCTURAL...

... SHRINKAGE DRYING HARDENING DAMS CRACKING SULPHATES BEARINGS WATER LAGGAN DAM IRELAND USA UK © Thomas Telford and ICE 1943 THE INSTITUTION OF CIVIL ENGINEERS. MODERN DEVELOPMENTS IN CEMENTS IN RELATION TO CONCRETE PRACTICE, BY FREDERICK MEASHAM LEA, D.Sc., B.I.C. LONDON...

... CEMENT CONCRETE PRACTICE STANDARDS PORTLAND HARDENING STRENGTH TESTS CHEMICALS DETERIORATION DAMS LOW HEAT ACID WATER TENSILE STRESS QUANTITY PRODUCTION SUPPLY STABILITY SHRINKAGE CORROSION RESISTANCE PROPERTIES ROADS USA UK IN RELATION TO CONCRETE PRACTICE. 253...

... CONSTRUCTION EARTH COMPACTION EQUIPMENT DAMS ECONOMICS DESIGN SLOPES MOISTURE RAILWAYS SLIPS FISSURES IMPROVEMENT CONSOLIDATION SAFETY 12 WYNNE-EDWARDS O N EARTHWORK I N EMBANKMENTS. ACKNOWLEDGEMENT. The Author wishes to express his thanks to Mr. R. Glossop for help in the preparationof...