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The Ultimate Load on Pile Foundations: A Static Theory
Introduction.-In one of his discussions as to the ultimate bearing power of pile foundations, the late E. Sherman Gould, M. Am. Soc. C. E., stated that the theories of Goodrich had mathematically exhausted the subject, referring, of course, to a dynamic analysis. It is interesting, therefore, to note an entire departure from the usual procedure in a treatment proposed by Desmond* in which he studies a concrete pile purely by static methods.
The Ultimate Load on Pile Foundations: A Static Theory
Introduction.-In one of his discussions as to the ultimate bearing power of pile foundations, the late E. Sherman Gould, M. Am. Soc. C. E., stated that the theories of Goodrich had mathematically exhausted the subject, referring, of course, to a dynamic analysis. It is interesting, therefore, to note an entire departure from the usual procedure in a treatment proposed by Desmond* in which he studies a concrete pile purely by static methods.
The Ultimate Load on Pile Foundations: A Static Theory
Griffith, John H. (author)
Transactions of the American Society of Civil Engineers ; 70 ; 412-441
2021-01-01
301910-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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