Numerical Modeling of Soil-Pile Interface Behaviors of a Pipe Group Foundation under Complicated Load

Shao Hua Hu; Shu Fang; Yi Feng Chen

doi:10.4028/www.scientific.net/AMM.204-208.645

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Numerical Modeling of Soil-Pile Interface...

Numerical Modeling of Soil-Pile Interface Behaviors of a Pipe Group Foundation under Complicated Load

Abstract:

A three-dimensional nonlinear contact finite element method was employed in this paper to simulate the soil-pile interface behaviors of a pile group under complicated load in the Jiyang dike. The displacement at the soil-pile interfaces was particularly calculated. The computational results show that interaction mainly occurred in the bottom of the cap, and interaction development was restrained with the help of friction effect between pipes and surrounding soil. Moreover, the most unfavorable load combination is vertical uplift force together with horizontal force. As a result, potential channels of seepage flow could be formed at the location where cracks develop. Seepage field would be changed and the probability for seepage failure is increasing.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

645-649

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.645

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Online since:

October 2012

Authors:

Shao Hua Hu, Shu Fang, Yi Feng Chen

Keywords:

Complicated Load, Contact, Finite Element, Interface Behaviors, Pipe Group

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References

[1] Wang Cheng. Rock and Soil Mechanics Vol. 31(2010), p.1569. (In Chinese).

Google Scholar

[2] He Wubin, Jia Jungang, et al. Chinese Journal of Geotechnical Engineering Vol. 24(2002), p.710. (In Chinese).

Google Scholar

[3] Wang Hao, Zhou Jian, et al. Chinese Journal of Geotechnical Engineering Vol. 28(2006), p.1253. (In Chinese).

Google Scholar

[4] Emilios M. Comodromos, Spyridoula V. Bareka. Computers and Geotechnics Vol. 32(2005), p.210.

Google Scholar

[5] Daichao Sheng, K. Dieter Eigenbrod, Peter Wriggers. Computers and Geotechnics Vol. 32(2005), p.17.

Google Scholar

[6] Xia Linong, Miao Yundong, Tan Tieqiang. Rock and Soil Mechanics Vol. 33(2012), p.887. (In Chinese).

Google Scholar

[7] Goodman,R. E., Taylor,R. L., Brekke,T. L. Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 94(1968), p.637.

Google Scholar

[8] Desai C S. Proceedings of the 1st International Conference on Recent Advances in Geotechnical Engineering (1981).

Google Scholar