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Tunnel under New River at Ft. Lauderdale, Fla, comprises access cuts and 850 ft tunnel section with roadways, each 24 ft wide, with 14 ft headroom; structure required heavy reinforcing bars, grouted deeply into sand to take hydrostatic uplift of more than 50 ft of water; new method of anchoring thin tremie seal for construction cofferdam; reasons for selection of cofferdam construction. (See also Civ Eng (NY) v 30 n 3 Mar 1960 p 59-61)
Tunnel under New River at Ft. Lauderdale, Fla, comprises access cuts and 850 ft tunnel section with roadways, each 24 ft wide, with 14 ft headroom; structure required heavy reinforcing bars, grouted deeply into sand to take hydrostatic uplift of more than 50 ft of water; new method of anchoring thin tremie seal for construction cofferdam; reasons for selection of cofferdam construction. (See also Civ Eng (NY) v 30 n 3 Mar 1960 p 59-61)
Anchoring tunnel in sand
Eng News-Rec
Poland, G.F. (author)
Engineering News-Record ; 164
1960
Article (Journal)
English
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