...L E HAWKINS; L F COOLING; E J C REED; A M MUIR WOOD; J D WEST; W Y SANDEMAN; A H TOMS; J M LIDDELL; O KIPPS; J GRAHAM © Thomas Telford and ICE 1951 RECONSTRUCTION CULVERTS DESTRUCTION FLOODS EXCAVATIONS EMBANKMENTS ERECTION BRIDGES TRENCHES WORKS HAZARDS TUNNELLING TESTS...

...J GRAHAM © Thomas Telford and ICE 1951 DPT OF SCIENTIFIC & INDUSTRIAL RESEARCH RECONSTRUCTION CULVERTS DESTRUCTION FLOODS EXCAVATIONS EMBANKMENTS ERECTION BRIDGES TRENCHES WORKS HAZARDS TUNNELLING TESTS ELECTRO OSMOSIS BOREHOLES MOISTURE MEASUREMENT AYTON...

...R D DUNCAN; J S K DALZELL; F H P WILLIAMS EXPERIMENTS ROADS CONSTRUCTION BOGS BLASTING EXPLOSIVES EQUIPMENT METHODS SINKING CHARGES EXCAVATIONS BIBLIOGRAPHY SOILS SURVEYS JETTING GEARS FULL SCALE PEAT © Thomas Telford and ICE 1951 GERMANY NORTH IRELAND...

...D LUMBARD; A A WRIGHT STEELWORKS CONSTRUCTION WORKS PORTS SITE INVESTIGATION METHODS PLACING SAND PILING EXCAVATIONS REINFORCED CONCRETE SHUTTERING MATERIALS MIXING JOINTS FOUNDATIONS ERECTION STRUCTURAL FABRICATION GIRDERS IN SITU FILLING STABILISATION WELDING DRAINAGE...

...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...

... for the formation of the ice wall may vary, in freezing up to250 yards depth, from 2 to 4 months, depending upon the formations and on the plant capacity installed. PERMANELNINTINGOF FROZESNHAFTASND EXCAVATIONS. Special consideration is required on thi subject, as the freezing process is customarily employed...

...C KIRKPATRICK; H J B HARDING; J KENNARD; A F HAXTON; A R THOMLINSON; R HAMMOND; M NACHSHEN SWANSEA © Thomas Telford and ICE 1946 FREEZING CIVIL ENGINEERING WORKS EXCAVATIONS COMPRESSED AIR SHAFTS DISCHARGES TENDERS DOCKS TUNNELS DRIVING COSTS UK 20 DISCUSSION...

...F N G TAYLOR © Thomas Telford and ICE 1945 METHODS CONSTRUCTION DEEP FOUNDATIONS LAND EXCAVATIONS PILED GROUND CONSOLIDATION SIDES WALLS TIMBER TRENCHES STEEL SHEETPILING VERTICAL JOISTS HORIZONTAL EMBANKMENTS CYLINDERS CAISSONS MONOLITHS CONTROL WATER DRAINAGE...

...W S WILSON; H J B HARDING; S PACKSHAW; J C WADDINGTON; A E REID; J H SEGRAVE; S CHAMPION; S COLES; D H LEE © Thomas Telford and ICE 1945 ORGANISATION OF CIVIL ENGINEERING WORK METHODS CONSTRUCTION DEEP LAND FOUNDATIONS COFFERDAMS PILING EXCAVATIONS PIERS BUILDINGS...

... to the weather by excavation rapid change in moisture-content, and hmce in shear strength, will occur in the upper layers. Where a pavement is founded upon clay, it is necessary to determine the shear strength of the sub-grade, so that theultimate bearing capacity may be calculated. It is not enough to base...

...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...

... several hundred feet indicated that.the sand extendedto a great depth and watewras found onlya few inches below the surface. The sand was loose and of sucha character that, when excavated, the mixture of sand and water rapidly re-filled the excavation. Many of the foundations are necessarily of a depth...

... or otherwise of their use in road construction. It is probable that the new trunk roads schemes after the war will be let in sections of up t.o 10 miles in length, which will give ample scope for the use of the most modern equipment. EXCAVATIOPNLANT. Before the war the great bulk of excavation was done...

... MACHINERY EARTHWORKS CONCRETING MACHINES EXCAVATIONS EQUIPMENT CONCRETE MIXING TRENCHING MAINTENANCE PREVENTION MECHANICAL PLANT FINISHING PUBLIC WORKS MANUFACTURERS PUMPS SPEED TRANSPORT CLAYS GRAVEL SAND MIXTURES PLACING HAULING STRIPPING UK USA DISCUSSION ON MODERN...

... duetotheoverturning moment of 145foot-tons are 1.4 ton and4 tons per squarefoot respectively. During the excavation some interesting tests were made on the stress in the timber struts at various levels. There were fourteen strutsin a THE LONDON, MIDLAND AND SCOTTISH RAILWAY. 49 depth of 50 feet, and measurements were...

...A S QUARTERMAINE © Thomas Telford and ICE 1943 RAILWAYS CONSTRUCTION WAR WORKS LOCATION LAND FENCING EARTHWORKS BRIDGES PERMANENT WAY EXTENSIONS SUPERSTRUCTURES UNDERBRIDGES DEWATERING SYSTEMS EXCAVATIONS DEMOLITION UNDERPINNING FOOTBRIDGES TIMBER UK...