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New theory of design for cellular cofferdams against failure by tilting, is substantiated by results of model tests; theory gives results consistent with those obtained in field in actual practice; previous theories and important inconsistencies; proposed theory used to investigate design of cofferdam on rock, and dock in sand; cellular docks in clay are discussed.
New theory of design for cellular cofferdams against failure by tilting, is substantiated by results of model tests; theory gives results consistent with those obtained in field in actual practice; previous theories and important inconsistencies; proposed theory used to investigate design of cofferdam on rock, and dock in sand; cellular docks in clay are discussed.
Cellular cofferdams and docks
Am Soc Civ Engrs -- Proc (J Waterways Harbors Div)
Cummings, E.M. (author)
1957
29 pages
Article (Journal)
English
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