Numerical Simulation of Bored Pile-Soil Interface Shear Performance

Qian Xu Liao; Jin Cao; Jun Wei Tang

doi:10.4028/www.scientific.net/AMM.438-439.1427

Paper Titles

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
p.1419

Application of Anchoring Concrete Filling Piles in Deep Foundation Pit Engineering at Zhengzhou North Freight Marshalling Station
p.1423

Numerical Simulation of Bored Pile-Soil Interface Shear Performance
p.1427

About the Geological Hazards Analysis Based on GIS
p.1433

Calculation Analysis on the Prestressed Pier
p.1437

Water-Saving Irrigation and Food Security in China
p.1441

Effects of Controlled Alternate Furrow Irrigation on Soil Water Movement and Water Utilization Efficiency of Soybean
p.1446

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439Numerical Simulation of Bored Pile-Soil Interface...

Numerical Simulation of Bored Pile-Soil Interface Shear Performance

Abstract:

This paper derives a numerical simulation of direct shearing test and model pile test based on the measured data of bored piles. Characteristics of the interface between bored pile and soil around it are analyzed. Laws of the magnitude and the distribution range of point resistance and frictional resistance of the bored piles in granular and clayey soil are obtained and the mechanism on them is explained.

You might also be interested in these eBooks

Civil Engineering, Architecture and Sustainable Infrastructure II

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 438-439)

Pages:

1427-1432

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.1427

Citation:

Cite this paper

Online since:

October 2013

Authors:

Qian Xu Liao, Jin Cao, Jun Wei Tang

Keywords:

Bored Pile, Direct Shearing Test, Finite Element Analysis (FEA), Model Test

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] L. Gao, Guangdong area pile foundation application present situation and development trend, Guangdong Civil Engineering & Construction, 4 (2000) 3-10.

Google Scholar

[2] Z. Yang, C. Zhang, The application status of bored piles in water conservancy project, Water Conservancy Science & Technology and Economy, 1 (2008) 70-72.

Google Scholar

[3] W. Wang, End of bored cast-in-situ pile post grouting technique and its application in Taizhou, Master degree thesis, Zhejiang University, Hangzhou, (2008).

Google Scholar

[4] JGJ94-2008, Technical Code for Building Pile Foundation, China Building Industry Press, Beijing, (2008).

Google Scholar

[5] G. Tao, Unloading of soil and structure of interface shear mechanical properties experimental study, Master degree thesis, Tongji University, Shanghai, (2011).

Google Scholar

[6] Y. Yang, Sandy soil considering the effect of unloading drill hole filling pile experiment and theoretical research, Doctoral Dissertation, Tongji University, Shanghai, (2011).

Google Scholar

[7] G. Zhang, J. Zhang, With mud skin of coarse-grained soil and structure interface mechanics characteristic test research, Rock and Soil Mechanics, 9 (2005) 1374-1378.

Google Scholar