Numerical analysis of piles influenced by lateral soil movement due to surcharge loads

CHEN Fuquan; YANG Min

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Volume 27 Issue 11

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Chinese Journal of Geotechnical Engineering > 2005 > 27(11): 51-55.

CHEN Fuquan, YANG Min. Numerical analysis of piles influenced by lateral soil movement due to surcharge loads[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 51-55.

Citation:

CHEN Fuquan, YANG Min. Numerical analysis of piles influenced by lateral soil movement due to surcharge loads[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 51-55.

Citation:

CHEN Fuquan, YANG Min. Numerical analysis of piles influenced by lateral soil movement due to surcharge loads[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 51-55.

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Numerical analysis of piles influenced by lateral soil movement due to surcharge loads

1.Department of Civil Engineering Fujian University of Technology Fuzhou 350007 China 2.Department of Geotechnical Engineering Tongji University Shanghai 200092 China

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Published Date: November 14, 2005

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Abstract

Abstract

The geotechnical finite numerical analysis software Plaxis 8.2 was used to simulate the behavior of piles influenced by the soil movements from a nearby surface loads.Piles were represented by equivalent sheet-pile walls.The soil-pile interaction effects of surcharge loads,pile conditions and soil layer conditions were studied.
- passive pile,
- surcharge,
- numerical analysis