Analysis of Pile Stress during Static Pressure Pile Penetration

Hua Mao Zheng; Zhao Ran Xiao; Huai Chen

doi:10.4028/www.scientific.net/AMM.438-439.1389

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Test Study of Influence of Fine Particle Content on Creep Property of Sandy Slate Coarse-Grained Soil
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Stability Analysis and Evaluation of QingXi High-Cutting Slope
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Stability Analysis of Xiping Hotel Iron Sites Based on Expansive Soil and Steep Slope
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Prototype Site Cyclic Loading Experiments of the Reinforced Cushion Constructed by Geocell and Geotextile
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Analysis of Pile Stress during Static Pressure Pile Penetration
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Study on the Rigid Pile Composite Foundation Based on Tangent-Modulus Method of Undisturbed Soil
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Application of LS-SVM to Prediction of Bearing Capacity of Cement-Flyash-Gravel Pile Composite Foundation
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Analysis of Ground Movement in Pile Driving Based on Stochastic Medium Theory
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The Unified Solution of Gravel Pile Limit Bearing Capacity of Single Pile Composite Foundation
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439Analysis of Pile Stress during Static Pressure...

Analysis of Pile Stress during Static Pressure Pile Penetration

Abstract:

Static pressed pile in the sand is a complex process. In this paper, strain of each point in the process of model pile sinking was measured by lab model test, the relationship of stress and strain of piles and the corresponding stress coefficient are made by semi-numerical and semi-analytical mathematical methods, the distribution of confining pressure and friction are built, and the calculation of sinking pile resistance in the process of construction is given out. The result provides the directive reference for the design of static pressure pile.

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Periodical:

Applied Mechanics and Materials (Volumes 438-439)

Pages:

1389-1393

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.1389

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Online since:

October 2013

Authors:

Hua Mao Zheng, Zhao Ran Xiao, Huai Chen

Keywords:

Model Test, Static Pressure Pile, Strain, Stress Coefficient

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References

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