The Unified Solution of Gravel Pile Limit Bearing Capacity of Single Pile Composite Foundation

Qing Liu; Wei Ding; Ben Wang; Hong Hai Liu; Bing Yu Wang

doi:10.4028/www.scientific.net/AMM.438-439.1409

Paper Titles

Analysis of Pile Stress during Static Pressure Pile Penetration
p.1389

Study on the Rigid Pile Composite Foundation Based on Tangent-Modulus Method of Undisturbed Soil
p.1394

Application of LS-SVM to Prediction of Bearing Capacity of Cement-Flyash-Gravel Pile Composite Foundation
p.1399

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
p.1409

Determining the Pile Bearing Capacity by the Curve Match Method of High Strain Dynamic Testing
p.1414

A Prediction Method of Bearing Capacity of CFG Pile Composite Foundation Based on Support Vector Machine
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Application of Anchoring Concrete Filling Piles in Deep Foundation Pit Engineering at Zhengzhou North Freight Marshalling Station
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Numerical Simulation of Bored Pile-Soil Interface Shear Performance
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439The Unified Solution of Gravel Pile Limit Bearing...

The Unified Solution of Gravel Pile Limit Bearing Capacity of Single Pile Composite Foundation

Abstract:

Based on the compaction effect of the gravel pile, the thick-walled tube model is established. Considering the gravel pile and pile materials with different properties of tension and compression of soil pile in the process of expansion, the influence of intermediate principal stress to improving the bearing capacity of foundation in the process of expansion, we use the planar axisymmetric double shear unified strength theory and present a gravel pile ultimate bearing capacity of single pile composite foundation unified expression. The theory study of gravel pile composite foundation and engineering practice has a certain guiding significance.

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Periodical:

Applied Mechanics and Materials (Volumes 438-439)

Pages:

1409-1413

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.1409

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Online since:

October 2013

Authors:

Qing Liu, Wei Ding, Ben Wang, Hong Hai Liu, Bing Yu Wang

Keywords:

Gravel Pile, Thick Wall Cylinder Model, Ultimate Bearing Capacity, Unified Strength Theory

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