Static Loading Test of the End-Bearing Pile under the Sides Friction Action

Xiao Wei Wang; Nan Gai Yi; Shi Ping Zhang

doi:10.4028/www.scientific.net/AMM.353-356.974

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Static Loading Test of the End-Bearing Pile under...

Static Loading Test of the End-Bearing Pile under the Sides Friction Action

Abstract:

Because the pile foundation has the characters of high bearing capacity, small deformation and easy to construct, it is widely used in practical engineering. In order to verify the end-bearing pile loading capability, in this paper, the single pile vertical compressive static load test is used to the on-site measuring point in actual engineering test, and get the Q-S curve of the pile. FEM is used to simulate the test at the same time. The ideal elastic-plastic constitutive model based on Mohr-Coulomb failure criteria is used to simulate foundation soil. Some conclusions are obtained by using large scaled finite element analysis software ADINA to build the 2D plane strain finite element model and to proceed numerical analysis of the pile. Finally, the comparative analysis with the engineering practice is proceeded. It has the practical significance for the structure analysis of the single pile.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

974-978

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.974

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Online since:

August 2013

Authors:

Xiao Wei Wang, Nan Gai Yi, Shi Ping Zhang

Keywords:

Bearing Capacity, End-Bearing Pile, FEM Analysis, Settlement of Pile Top, Static Loading Test

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References

[1] Li Jingpei, Wang Yonggang. The discussion of bearing load of rock-socketed pile[D]. Shang Hai: Key Experiments In Geotechnical Engineering of Tongji University, (2000).

Google Scholar

[2] Industry standard of the People's Republic of China, Building Foundation Pile Test Specification (JGJ106-2003) [S]. Bei Jing: China Building Industry Press, (2003).

Google Scholar

[3] Xia Zhigao. Plastic Mechanics[M]. Shang Hai: Tongji University Press, (1991).

Google Scholar

[4] Zhang Liaojun, Zhang Huixing, Wang Dasheng. The viscoelasticity artificial boundary applies in ADINA[J]. World Seismic Engineering, 2008, 24(1): 12-16.

Google Scholar

[5] Chen Fan, Xu Tianping, Chen Jiuzhao, Guan Lijun. Pile foundation quality detection technology[M]. Bei Jing: China Building Industry Press, (2003).

Google Scholar