A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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 (author)
Transactions of the American Society of Civil Engineers ; 118 ; 1131-1156
2021-01-01
261953-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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