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Flexible barge dock on fluctuating river
Construction of barge dock on 1/4 mi wide 90 ft deep Atchafalaya River at Krotz Springs, La, with level fluctuations up to 36 ft; construction of dock in slip excavated into bank with deck at same elevation as crown of levee; flexible pier to absorb kinetic energy of barges docking at low or high elevations; fender system consists of vertical members on 10 ft centers supported by deck; driving H piles 135 ft long and weighing 7 tons.
Flexible barge dock on fluctuating river
Construction of barge dock on 1/4 mi wide 90 ft deep Atchafalaya River at Krotz Springs, La, with level fluctuations up to 36 ft; construction of dock in slip excavated into bank with deck at same elevation as crown of levee; flexible pier to absorb kinetic energy of barges docking at low or high elevations; fender system consists of vertical members on 10 ft centers supported by deck; driving H piles 135 ft long and weighing 7 tons.
Flexible barge dock on fluctuating river
Civ Eng (NY)
Hogan, I.E. (author) / Capozzoli, Jr., L.J. (author)
1960
4 pages
Article (Journal)
English
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