Study of Ground Lateral Flow on Piles Foundation due to Soil Liquefaction

Wei Wei Yu; Xuan Guo

doi:10.4028/www.scientific.net/AMR.415-417.1478

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 415-417Study of Ground Lateral Flow on Piles Foundation...

Study of Ground Lateral Flow on Piles Foundation due to Soil Liquefaction

Abstract:

The case studies on the damaged pile foundation caused by lateral flow due to soil liquefaction during the big earthquake were discussed. The distributed load method was utilized to calculate the stress and displacement. The effect of the lateral flow to pile foundation in liquefiable soil also is simulated. Through compared the analysis result to the site dig-investigate report, the mechanism of the damaged pile modes were conjectured very well. the calculated stress and deformation of piles indicated good agreement with the actually observed one. The practicability and availability of the distributed load method was substantiated.

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Periodical:

Advanced Materials Research (Volumes 415-417)

Pages:

1478-1481

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.415-417.1478

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Online since:

December 2011

Authors:

Wei Wei Yu, Xuan Guo

Keywords:

Distributed Load Method, K-Shaped Damage, Lateral Flow of Liquefaction, Pile Foundation

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