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Design for spacing of piles for foundations of abutments and retaining walls, so that all piles will be equally loaded, can be further simplified by arranging piles in small groups and tabulating their geometric and load constants; table for piles spaced in 2, 3, and 4 rows is given and example solved.
Design for spacing of piles for foundations of abutments and retaining walls, so that all piles will be equally loaded, can be further simplified by arranging piles in small groups and tabulating their geometric and load constants; table for piles spaced in 2, 3, and 4 rows is given and example solved.
Pile foundations for retaining structures
Civ Eng (NY)
Patel, K.R. (author)
1963
Article (Journal)
English
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