Study on the Rigid Pile Composite Foundation Based on Tangent-Modulus Method of Undisturbed Soil

Da Shu Guan; Hui Kang Liu; Yu Qi Li

doi:10.4028/www.scientific.net/AMM.438-439.1394

Paper Titles

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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Determining the Pile Bearing Capacity by the Curve Match Method of High Strain Dynamic Testing
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439Study on the Rigid Pile Composite Foundation Based...

Study on the Rigid Pile Composite Foundation Based on Tangent-Modulus Method of Undisturbed Soil

Abstract:

Based on tangent-modulus method of undisturbed soil, rigid pile composite foundations with different cushion thickness, different cushion stiffness, different pile length and different pile diameter are studied. P~S curve and load sharing ratio of pile in different composite foundations are compared and several laws are summarized. It will give guidance to the setting of cushion thickness, the selection of cushion and the design of rigid pile.

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Periodical:

Applied Mechanics and Materials (Volumes 438-439)

Pages:

1394-1398

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.1394

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Online since:

October 2013

Authors:

Da Shu Guan, Hui Kang Liu, Yu Qi Li

Keywords:

Characters, Rigid Pile Composite Foundation, Study, Tangent-Modulus Method of Undisturbed Soil

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References

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