Study on Critical Length-Diameter Ratio of Cement-Soil Pile Composite Subgrade under Rigid Foundation

Chuan Qian Tao; Xue Yan Xu; Heng Yan Xie; Xin Zheng

doi:10.4028/www.scientific.net/AMM.90-93.146

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Study on Critical Length-Diameter Ratio of...

Study on Critical Length-Diameter Ratio of Cement-Soil Pile Composite Subgrade under Rigid Foundation

Abstract:

For cement-soil pile composite subgrade under rigid foundation, a three-dimensional nonlinear finite element analysis is performed to analyse critical length-diameter ratio based on deformation, which is first introduced, according to replacement ratio, pile-soil modulus ratio and the modulus ratio of substratum and reinforced area. It is found that critical length-diameter ratio of cement-soil pile under rigid foundation mainly depends on replacement ratio, the impact of pile-soil modulus ratio and the modulus ratio of substratum and reinforced area is relatively little.

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Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

146-150

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.146

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Online since:

September 2011

Authors:

Chuan Qian Tao, Xue Yan Xu, Heng Yan Xie, Xin Zheng

Keywords:

Cement-Soil Pile, Composite Foundation, Critical Length-Diameter Ratio, Replacement Ratio

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References

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