The construction consisted of a bank of Middlesbrough slag around 40 ft deposited abutting to the former quay wall, with about a 45?facing slope supported at the base by sheet piling.
42.
The engineers wrongly concluded that sheet piles needed to be driven to depths of only 17 feet ( 1 foot 1D 4 0.3048 meters ) instead of between 31 and 46 feet.
43.
L . B . Foster Co . Inc . of Pittsburgh won a $ 605, 839 contract from the U . S . A . E . D . in Pittsburgh for steel sheet piling,
44.
A " movax " has come to refer generally to any one of a number of specialized robotic excavator-mounted side-grip hydraulic vibratory pile drivers used to drive and extract sheet piling or other types of piles.
45.
Larssen sheet piling was developed in 1912 for use in the construction of piers, oil terminals, waste storage facilities, bridges, houses, buildings, other construction sites and for the strengthening of pond banks, preventing slumping into a pit and flooding.
46.
In 2004 the Heavy Section Mill ( HSM ) was closed with the loss of c . 150 jobs, Manufacture of sheet piling cease at the HSM in July 2004 at Scunthorpe and the company sold the remnants of its sheet piling business ( sales ) to Arcelor.
47.
In 2004 the Heavy Section Mill ( HSM ) was closed with the loss of c . 150 jobs, Manufacture of sheet piling cease at the HSM in July 2004 at Scunthorpe and the company sold the remnants of its sheet piling business ( sales ) to Arcelor.
48.
Furthermore, the Corps, in a separate attempt to limit project costs, initiated a sheet pile load test ( E-99 Study ), but misinterpreted the results and wrongly concluded that sheet piles needed to be driven to depths of only 17 feet ( 1 foot ?0.3048 meters ) instead of between 31 and 46 feet.
49.
Furthermore, the Corps, in a separate attempt to limit project costs, initiated a sheet pile load test ( E-99 Study ), but misinterpreted the results and wrongly concluded that sheet piles needed to be driven to depths of only 17 feet ( 1 foot ?0.3048 meters ) instead of between 31 and 46 feet.
50.
Because the shaft is flooded, the lining can not be constructed at the excavation level of the shaft so this method only suits methods where the lining is installed before shaft sinking ( such as the use of sheet piles ) or where the lining is sunk down with the shaft such as the caisson method.
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