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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. (Autor:in)
1957
29 pages
Aufsatz (Zeitschrift)
Englisch
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ASCE | 2021
|Engineering Index Backfile | 1962
|UB Braunschweig | 1940
|Engineering Index Backfile | 1936
|Closure to “Terzaghi on Cellular Cofferdams”
ASCE | 2021
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