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Experiences with predetermining pile lengths
Methods result from attempt to arrive at more rational design for pile foundations which would be more consistent with improvements in structural analysis than are older and generally accepted dynamic pile driving formulas; typical cases illustrate design of foundations employing wood piling, cast-in-place concrete piling, precast concrete piling and steel H-piling. (See also - discussion v 74 n 3 pt I Mar 1948 p 427-8, n 6 June p 957-67)
Experiences with predetermining pile lengths
Methods result from attempt to arrive at more rational design for pile foundations which would be more consistent with improvements in structural analysis than are older and generally accepted dynamic pile driving formulas; typical cases illustrate design of foundations employing wood piling, cast-in-place concrete piling, precast concrete piling and steel H-piling. (See also - discussion v 74 n 3 pt I Mar 1948 p 427-8, n 6 June p 957-67)
Experiences with predetermining pile lengths
Am Soc Civ Engrs -- Proc
Moore, W.W. (author)
1947
18 pages
Article (Journal)
English
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