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Cellular cofferdam design and practice
Several recent high head steel sheetpile cellular cofferdams are described, including comments on their design and construction; included is description of 115-ft deep Markland power house cofferdam; cell movement, interlock stress determination, sliding resistance, cell drainage, overturning stability, driving penetration and sheetpile failures are discussed; factor of shape in plan arrangement of cells is mentioned; one use of bracing struts in combination with partial mass stability of cells is described; cofferdams founded on rock, and filled with granular materials; use of deflector for constructing cells in turbulent water.
Cellular cofferdam design and practice
Several recent high head steel sheetpile cellular cofferdams are described, including comments on their design and construction; included is description of 115-ft deep Markland power house cofferdam; cell movement, interlock stress determination, sliding resistance, cell drainage, overturning stability, driving penetration and sheetpile failures are discussed; factor of shape in plan arrangement of cells is mentioned; one use of bracing struts in combination with partial mass stability of cells is described; cofferdams founded on rock, and filled with granular materials; use of deflector for constructing cells in turbulent water.
Cellular cofferdam design and practice
ASCE -- Proc (J Waterways Harbors Div)
Swatek, Jr., E.P. (author)
1967
24 pages
Article (Journal)
English
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