Analysis of an O-Cell Pile Test in Jinan with FEM

Ying Jie Zheng; Xue Dai; Lian Xiang Li

doi:10.4028/www.scientific.net/AMM.170-173.33

Paper Titles

Analysis on Deep Excavation in Soft Soil Located on Sloped Bedrock
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Back Analysis for Mass Parameters of Tunnel Surrounding Rock
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Determination of the Shear Strength of Unsaturated Loess Based on the Fractal Model Theory of Unsaturated Soils
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Analysis and Controlling of the Surrounding Rock Stability Mechanism in Underground Engineering
p.29

Analysis of an O-Cell Pile Test in Jinan with FEM
p.33

Calculation of Elastic Induced Stress of Surrounding Rocks
p.37

Dewatering Efficiency Comparison between Vacuum Tube Well and Normal Tube Well in Silty Clay Layer
p.41

Optimization and Sensitivity Analysis on Estimated Parameters for Slope Engineering
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Study on the Settlement Characteristics of Inclined Single Pile Subjected to Inclined Loadings
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Analysis of an O-Cell Pile Test in Jinan with FEM

Analysis of an O-Cell Pile Test in Jinan with FEM

Abstract:

In order to promote the experience of applying O-cell pile test to determine the behaviors of integral pile in Jinan, a case of O-cell pile test in Jinan was analyzed with proposed approach. The pile-soil system was simulated with FEM. The resistance parameters of piles, the load-displacement curves and the ultimate bearing capacity of integral pile were determined. Comparing with results obtained from load transfer method, it is found that the p-s curve of integral pile obtained from load transfer method is conservative.

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Periodical:

Applied Mechanics and Materials (Volumes 170-173)

Pages:

33-36

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.170-173.33

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Online since:

May 2012

Authors:

Ying Jie Zheng, Xue Dai, Lian Xiang Li

Keywords:

Bearing Capacity, Finite Element Method (FEM), O-Cell Pile Test, Pile Side Resistance, P-S Curve

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References

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