JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI ›› 2010, Vol. 27 ›› Issue (7): 41-46.

• HEALTHY CHANGJIANG RIVER • Previous Articles     Next Articles

Horizontal Displacement of Single Pile Constrained by Buried Platform

LIU Peng1, YIN Yong-gao2, SUN Dun-hua2, ZHOU Zheng-ming1   

  1. 1.State Key Laboratory of Geomechanics and Geotechnical Engineering , Institute of Rock and Soil Mechanical , Chinese Academy of Sciences , Wuhan 430071 , China; 2.Anhui Expressway Holding Group Co.,  Ltd,Hefei 230051, China
  • Online:2010-07-01 Published:2012-08-21

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

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