Analysis and calculation of additional stress due to skin friction of Y-shaped vibro-pile
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Analysis and calculation of additional stress due to skin friction of Y-shaped vibro-pile
Vol. 29, Issue 11, (2008)
作者机构:
1. 河海大学 岩土力学与堤坝工程教育部重点实验室,南京,210098
2. 河海大学 岩土工程科学研究所,南京,210098
作者简介:
基金信息:
DOI:
CLC:TU473
Online First:07 August 2013,
Published:2008
稿件说明:
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CHEN Yong-hui, WANG Xin-quan, LIU Han-long, et al. Analysis and calculation of additional stress due to skin friction of Y-shaped vibro-pile[J]. 2008, 29(11).
DOI:
CHEN Yong-hui, WANG Xin-quan, LIU Han-long, et al. Analysis and calculation of additional stress due to skin friction of Y-shaped vibro-pile[J]. 2008, 29(11).DOI:
Analysis and calculation of additional stress due to skin friction of Y-shaped vibro-pile
Geddes stress solution is widely applied to settlement calculation of pile foundation. In order to find the solution
pile skin friction is simplified as concentrated force; however the influence of changing diameter and length of pile additional stress in the ground due to skin friction can not be taken into account. The actual calculated results of the short pile with low ratio of length to diameter are quite different from the results of vertical stress factor by Geddes stress solution. Using the numerical integral function of NIntegrate in Mathematica software
a numerical method of calculating the vertical component of Y-shaped pile skin friction acting at any point in the ground is obtained. One loading case of the skin friction is rectangular distribution from top to bottom along the pile body and uniform distribution in circumference; the other one is triangular distribution from top to bottom along the pile body and uniform distribution in circumference of Y-shaped section. The influences of four independent variables R
s
of Y-shaped section on additional stress factor due to skin friction and errors produced by Geddes stress solution are analysed; and the influences of pile length and calculating depth on errors are also analysed. Some significant conclusions are obtained.