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Existing quay walls of mass concrete gravity type retaining walls, 24 ft high, built in 1820, had to be strengthened to prevent any further settlement of lateral displacement; besides, provision had to be made for dredging harbor; single line of steel sheet piles, 40 ft long were driven in front of existing wall; static calculation based on Rankine method.
Existing quay walls of mass concrete gravity type retaining walls, 24 ft high, built in 1820, had to be strengthened to prevent any further settlement of lateral displacement; besides, provision had to be made for dredging harbor; single line of steel sheet piles, 40 ft long were driven in front of existing wall; static calculation based on Rankine method.
Quay wall in steel piling
Instn Mun Engrs -- J
Nixon, F.T.W. (author)
1952
6 pages
Article (Journal)
English
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