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Field Study of a Sheet-Pile Bulkhead
Methods and results of a field study of the structural performance of a flexible anchored bulkhead are presented in this paper. The bulkhead retains a 55-ft height of fine sand hydraulic fill in Long Beach Harbor, California. A coarse granular dike extends for half the height on both inside and outside. Instrumentation was provided for the measurement of soil pressure, pore pressure, tie-rod tension, and deflection during and after the filling operation.
Field Study of a Sheet-Pile Bulkhead
Methods and results of a field study of the structural performance of a flexible anchored bulkhead are presented in this paper. The bulkhead retains a 55-ft height of fine sand hydraulic fill in Long Beach Harbor, California. A coarse granular dike extends for half the height on both inside and outside. Instrumentation was provided for the measurement of soil pressure, pore pressure, tie-rod tension, and deflection during and after the filling operation.
Field Study of a Sheet-Pile Bulkhead
Duke, C. Martin (Autor:in)
Transactions of the American Society of Civil Engineers ; 118 ; 1131-1156
01.01.2021
261953-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Field study of sheet-pile bulkhead
Engineering Index Backfile | 1952
|Field study of sheet-pile bulkhead
Engineering Index Backfile | 1954
|Field study of anchored sheet pile bulkhead
Engineering Index Backfile | 1968
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