A planar simplified method for three-dimension cement-soil mixing piles composite foundation with FEM numerical analysis
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A planar simplified method for three-dimension cement-soil mixing piles composite foundation with FEM numerical analysis
Vol. 26, Issue S1期 刊出日, (2005)
作者机构:
1. 东南大学 岩土工程研究所,南京,210096
2. 连云港高速公路建设指挥部,江苏,连云港,222200
作者简介:
基金信息:
DOI:
CLC:
Online First:15 December 2005,
Published:2005
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DENG Yong-feng, HONG Zhun-shun, LIU Song-yu, et al. A planar simplified method for three-dimension cement-soil mixing piles composite foundation with FEM numerical analysis[J]. 2005, 26(S1期 刊出日).
DOI:
DENG Yong-feng, HONG Zhun-shun, LIU Song-yu, et al. A planar simplified method for three-dimension cement-soil mixing piles composite foundation with FEM numerical analysis[J]. 2005, 26(S1期 刊出日).DOI:
A planar simplified method for three-dimension cement-soil mixing piles composite foundation with FEM numerical analysis
The cement-soil mixing piles are widely used in expressway engineerings
so it is urgent that the behavior of cement-soil mixing piles composite foundation is deeply comprehended. And the FEM numerical analysis is an important method. The three-dimension FEM easily leads to the big scale matrix
long calculation time and bad convergence; so the planar simplified method is necessary. During simplification
the transformation of parameters is the key problem. The paper brings forward a parameter transformation method by characteristics of the composite foundation and theoretical analysis. Finally
the method is validated by the observed data of Lian-Yan Expressway.