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Hollow precast concrete units of great size form bridge substructure
Because of foundation conditions of piers for Richmond-San Rafael Bridge at San Francisco Bay, "bell bottom" type piers were specified, and constructed under water, using tremie concrete; each pier is supported by H-piles longest of which is 194 ft; precast bottom shells are set by floating derrick; two precast hollow shafts connected by cast-in place diaphragm are immediate supports of superstructure. (See also unsigned article in Eng News-Rec v 152 n 9 Mar 1954 p 30-2, 35)
Hollow precast concrete units of great size form bridge substructure
Because of foundation conditions of piers for Richmond-San Rafael Bridge at San Francisco Bay, "bell bottom" type piers were specified, and constructed under water, using tremie concrete; each pier is supported by H-piles longest of which is 194 ft; precast bottom shells are set by floating derrick; two precast hollow shafts connected by cast-in place diaphragm are immediate supports of superstructure. (See also unsigned article in Eng News-Rec v 152 n 9 Mar 1954 p 30-2, 35)
Hollow precast concrete units of great size form bridge substructure
Civ Eng (NY)
Gerwick, Jr., B.C. (Autor:in)
Civil Engineering ; 24
1954
5 pages
Aufsatz (Zeitschrift)
Englisch
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Hollow precast concrete units of great size form bridge substructure
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