Derivation and Revision of the Theoretical Formula of Friction Stress between Pile and Soil on Space Axisymmetric Condition Considering Relative Slip

Rui Wang

doi:10.4028/www.scientific.net/AMM.405-408.237

Paper Titles

Calculation Method of Soil-Column Area Replacement Ratio in the Composite Foundation
p.216

A Preliminary Study of Rainfall Infiltration on the Slope Using a New Coupled Procedure of Overland Runoff and Unsaturated Water-Gas Two Phases Seepage Model
p.221

Numerical Analysis of Deformation and Stability of Reinforced High Retaining Wall
p.227

Basal Heave Stability Analysis of Deep Foundation Pit in Soft Soil
p.233

Derivation and Revision of the Theoretical Formula of Friction Stress between Pile and Soil on Space Axisymmetric Condition Considering Relative Slip
p.237

Research on Liquefaction Characteristics of Saturated Undisturbed Loess under Different Level of Liquefaction
p.243

Experimental Study on Side Friction of Uplift Bored Piles in Soft Rock
p.248

Deepwater Pile Foundation Construction Technology of Xiaoyi Reservoir Bridge
p.252

Stability Analysis of Slope under the Condition of Rainfall Infiltration
p.256

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 405-408Derivation and Revision of the Theoretical Formula...

Derivation and Revision of the Theoretical Formula of Friction Stress between Pile and Soil on Space Axisymmetric Condition Considering Relative Slip

Abstract:

In this paper,vertical displacement of pile and pile-surrounding soil was assumed as incompatible.Derivation and revision of the formula of relative slip-caused friction force between pile and soil were made.According to the formula in this paper, side friction of pile reduces as as depth increases,until side friction almost reaches zero at pile bottom,which are concordant with site observations.This calculating method reliably reflects the variation law of side friction of pile.

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Periodical:

Applied Mechanics and Materials (Volumes 405-408)

Pages:

237-242

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.405-408.237

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Online since:

September 2013

Authors:

Rui Wang*

Keywords:

Cement Soil Flexible Pile, Formula of Friction Stress, Pile-Soil Relative Displacement, Space Axisymmetric

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* - Corresponding Author

References

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