Impact of Rigid Pile Composite Foundation with Lateral Unloading

Jing Ma; Wen Sheng Chen; Xue Feng Hu

doi:10.4028/www.scientific.net/AMM.353-356.529

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Impact of Rigid Pile Composite Foundation with...

Impact of Rigid Pile Composite Foundation with Lateral Unloading

Abstract:

The effects on rigid pile composite foundation caused by lateral unloading in horizontal direction are studied in this paper. Considering the excavation of neighborhood deep foundation ditch, a calculation model for the composite foundation is proposed and the theoretical formula of pile deformation is given. Furthermore, the formula of bending moment of the pile in the composite foundation is deduced in this paper.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

529-532

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.529

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Online since:

August 2013

Authors:

Jing Ma, Wen Sheng Chen, Xue Feng Hu

Keywords:

Horizontal Displacement, Lateral Unloading, Rigid Pile Composite Foundation

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References

[1] Meyerhof G.G. Bearing capacity and settlement of pile foundation. 11th Terzaghi lecture, ASCE-Journal of the geotechnical engineering division, 1976, 102(3): 195-228.

DOI: 10.1061/ajgeb6.0000243

Google Scholar

[2] Meyerhof G.G., Yalcin A.S., Mather S.K. Utimate pile capacity for eccentric inclined. Journal of geotechnical engineering, ASCE, 1983, 109(3): 408-423.

DOI: 10.1061/(asce)0733-9410(1983)109:3(408)

Google Scholar

[3] Sastry V.V.R.N., Meyerhof G.G. Behavior of flexible pile under inclined loads. Canadian Geotechnical Journal, 1990, 27: 19-28.

DOI: 10.1139/t90-003

Google Scholar

[4] Moss etal. Investigation of a cyclic laterally loaded model pile group. Soil Dyn Earthquake Eng V17N7-8 Oct-Dec1998, Elsevier SCILtd, Exeter, EngP519-523.

Google Scholar