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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 similar unsigned article in Eng News-Rec v 164 n 23 June 9 1960 p 28-30, 32)
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 similar unsigned article in Eng News-Rec v 164 n 23 June 9 1960 p 28-30, 32)
Anchoring tunnel in sand
Civ Eng (NY)
Poland, G.F. (author)
1960
3 pages
Article (Journal)
English
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