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Solving tricky dewatering problem
In order to keep water out of excavation area for lock and dam in Mississippi River at Minneapolis, Minn, circular steel sheet pile cutoff wall had to be driven through sandstone to 11 ft below deepest excavation; wall was driven inside original cofferdam which was allowing inflow beneath lower ends of cofferdam cells; illustrated description.
Solving tricky dewatering problem
In order to keep water out of excavation area for lock and dam in Mississippi River at Minneapolis, Minn, circular steel sheet pile cutoff wall had to be driven through sandstone to 11 ft below deepest excavation; wall was driven inside original cofferdam which was allowing inflow beneath lower ends of cofferdam cells; illustrated description.
Solving tricky dewatering problem
Eng News-Rec
Engineering News-Record ; 147
1951
Article (Journal)
English
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