The Influences of Interface Properties Weakening on Bearing Behavior of Pile Foundation

Hai Peng Yang; Bing Bai; Qing Ke Nie

doi:10.4028/www.scientific.net/AMM.117-119.1820

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 117-119The Influences of Interface Properties Weakening...

The Influences of Interface Properties Weakening on Bearing Behavior of Pile Foundation

Abstract:

In the longer period under the effect of changing load, pile-soil interface properties will be soften. Therefore it will reduce the foundation capacity and increase the Foundation the settlement, and bring the project safety risk. The influences of interface properties weakening on bearing behavior of pile foundation were analyzed by mathematic calculation method. These results would be used for the research of foundation bearing behavior under variable load.

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Periodical:

Applied Mechanics and Materials (Volumes 117-119)

Pages:

1820-1823

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.117-119.1820

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Online since:

October 2011

Authors:

Hai Peng Yang, Bing Bai, Qing Ke Nie

Keywords:

Bearing Behavior, Interfacial Properties, Variable Load

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References

[1] POULOS H G.,in:Journal of Geotechnical Engineering, 115(6):836–852, (1989).

Google Scholar

[2] BISHOP A W,HENKEL D J,in:Proceedings of 3rd International Conference on Soil Mechanics and FoundationEngineering,1:94–99, (1953).

Google Scholar

[3] Matlock H., Foo S C.,in:Proc. Conf. Num. Methods in Offshore Piling, London, 165-185,(1979).

Google Scholar

[4] Yu HUANG,in:Chinese Journal of Geotechni cal Engineering, 31(9):1440-1444,(2009),In Chinese.

Google Scholar

[5] Bin ZHU,in:Chinese Journal of Geotechni cal Engineering,31(2):186-193,(2009),In Chinese.

Google Scholar

[6] Yong-feng HOU,in:Chinese Journal of Geotechni cal Engineering,23(3):288-291,(2001),In Chinese.

Google Scholar

[7] Shun-guo BAI,in:Chinese Journal of Geotechni cal Engineering, 28(1):84-87,(2006),In Chinese.

Google Scholar

[8] Itasca,FLAC-3D.Fast Lagrangian Analysis of Confinua in 3 Dimensions.Ver-Sion 2.0, Mannual, Minnea-polis,MN:Itasca,(1997),In Press.

Google Scholar