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Heavy debris from nearby construction and demolition was dumped over 80 ft of muck in Flushing Bay, NY; surcharge of 20 ft forced material down while remolded muck held fill within approximate vertical lines as it settled to depth of 70 ft to form dependable breakwater for marina; despite water content of 110% and plasticity index of 50, mud wave had effect for only about 360 ft on each side; its surface above water line quickly became hard enough to support truck and to completely contain fill. (NY)
Heavy debris from nearby construction and demolition was dumped over 80 ft of muck in Flushing Bay, NY; surcharge of 20 ft forced material down while remolded muck held fill within approximate vertical lines as it settled to depth of 70 ft to form dependable breakwater for marina; despite water content of 110% and plasticity index of 50, mud wave had effect for only about 360 ft on each side; its surface above water line quickly became hard enough to support truck and to completely contain fill. (NY)
Breakwater from no-cost fill
Civ Eng
Torikoglu, B. (Autor:in)
Civil Engineering ; 36
1966
3 pages
Aufsatz (Zeitschrift)
Englisch
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