Analysis of load-transfer of single pile
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Jie Liu; H.B. Xiao; J. Tang; Q.S. Li
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Article
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2004
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Elsevier Science
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English
β 264 KB
A tri-linear softening model for pile-soil interaction along the shaft and a tri-linear fully plastic model for pile-soil interaction at the base are proposed in this paper. Using soil mechanics and elastic theory, equations for the axial load-settlement curve of a pile in layered soils are establis