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Study of comparative behavior of friction piles
Study of relative bearing capacities of various types of driven piles; data obtained by questionnaire on results of tests on single piles loaded to failure and for which subsoil conditions were described; comparison made on basis of ultimate capacity; piles tested in soft, medium and stiff clays, stratified soils and sand; results show taper has greater ultimate bearing capacity than straightsided or cylindrical pile.
Study of comparative behavior of friction piles
Study of relative bearing capacities of various types of driven piles; data obtained by questionnaire on results of tests on single piles loaded to failure and for which subsoil conditions were described; comparison made on basis of ultimate capacity; piles tested in soft, medium and stiff clays, stratified soils and sand; results show taper has greater ultimate bearing capacity than straightsided or cylindrical pile.
Study of comparative behavior of friction piles
Nat Research Council -- Highway Research Board -- Special Report
Peck, R.B. (author)
1958
72 pages
Article (Journal)
English
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