Horizontal Displacement of Single Pile Constrained by Buried Platform

Abstract

Abstract: A general elastic solution for single pile constrained by buried platform was derived to calculate the horizontal displacement, the shear stress and the bending moment of the pile. The specially explicit solutions for several boundary condition groups which are merged into three group scenarios are presented. Three examples are presented to highlight the mathematical correctness and the mechanical rationality of the obtained solutions. The solutions are applicable to both short and long piles and even caissons.

Key words: elastic solution , , pile , caisson , platform

CLC Number:

TU411.3

LIU Peng, YIN Yong-gao, SUN Dun-hua, ZHOU Zheng-ming. Horizontal Displacement of Single Pile Constrained by Buried Platform[J]. Journal of Changjiang River Scientific Research Institute, 2010, 27(7): 41-46.

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Horizontal Displacement of Single Pile Constrained by Buried Platform

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