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Load transfer for axially loaded piles in clay
Analytical method for developing theoretical load-settlement curve for axially loaded piles in clay is presented; method is based on correlation of ratio of load transfer to soil shear strength as function of pile movement; results of studies of field tests of instrumented piles and laboratory tests of small piles in clay are used to obtain desired correlation; correlation is presented in form of family of curves that are obtained when ratios of load transfer to soil shear strength versus pile movement are plotted as function of depth.
Load transfer for axially loaded piles in clay
Analytical method for developing theoretical load-settlement curve for axially loaded piles in clay is presented; method is based on correlation of ratio of load transfer to soil shear strength as function of pile movement; results of studies of field tests of instrumented piles and laboratory tests of small piles in clay are used to obtain desired correlation; correlation is presented in form of family of curves that are obtained when ratios of load transfer to soil shear strength versus pile movement are plotted as function of depth.
Load transfer for axially loaded piles in clay
ASCE -- Proc (J Soil Mechanics Foundation Div)
Coyle, H.M. (Autor:in) / Reese, L.C. (Autor:in)
1966
26 pages
Aufsatz (Zeitschrift)
Englisch
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