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Stability of composite foundation improved by rigid piles under embankment considering different failure modes of piles

YU Jian-lin 1, 2, LI Jun-yuan 1, 2, WANG Chuan-wei 1, ZHANG Jia-lin 1, GONG Xiao-nan 1, 2, CHEN Chang-fu 3, SONG Er-xiang 4 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017

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Author / responsible party
YU Jian-lin 1, 2, LI Jun-yuan 1, 2, WANG Chuan-wei 1, ZHANG Jia-lin 1, GONG Xiao-nan 1, 2, CHEN Chang-fu 3, SONG Er-xiang 4
Publisher
Editorial Office of Chinese Journal of Geotechnical Engineering
Year
2017
ISSN
1000-4548
ISSN
1000-4548
Language
English
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The stability analysis methods for composite foundation improved by rigid piles under embankment are imperfect at present. The finite element method is used to analyze the damage process and failure mode of the piles under embankment. Due to the position of piles, there are significant differences between rigid piles to the contribution of embankment stability. The failure modes of piles can be divided into three categories: compression failure, bending failure and tensile failure, and the piles can be classified and partitioned according to their failure modes. Based on the principle of the limit equilibrium methods, the stability analysis method for rigid pile composite foundation under embankment considering the difference of failure modes is put forward and compared with other four kinds of stable analysis methods. It is shown that the results of this method are the closest to those of numerical analysis method, and this method is reasonable and feasible.

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APA 7

YU Jian-lin 1, 2. L. J. Y. 1. 2. W. C. W. 1. Z. J. L. 1. G. X. N. 1. 2. C. C. F. 3. S. E. X. 4. (2017). Stability of composite foundation improved by rigid piles under embankment considering different failure modes of piles. https://doi.org/10.11779/CJGE2017S2010

MLA

YU Jian-lin 1, 2, LI Jun-yuan 1, 2, WANG Chuan-wei 1, ZHANG Jia-lin 1, GONG Xiao-nan 1, 2, CHEN Chang-fu 3, SONG Er-xiang 4. "Stability of composite foundation improved by rigid piles under embankment considering different failure modes of piles." 2017. https://doi.org/10.11779/CJGE2017S2010.

Chicago

YU Jian-lin 1, 2, LI Jun-yuan 1, 2, WANG Chuan-wei 1, ZHANG Jia-lin 1, GONG Xiao-nan 1, 2, CHEN Chang-fu 3, SONG Er-xiang 4. 2017. "Stability of composite foundation improved by rigid piles under embankment considering different failure modes of piles.". https://doi.org/10.11779/CJGE2017S2010.

Harvard

YU Jian-lin 1, 2. L. J. Y. 1. 2. W. C. W. 1. Z. J. L. 1. G. X. N. 1. 2. C. C. F. 3. S. E. X. 4. 2017, Stability of composite foundation improved by rigid piles under embankment considering different failure modes of piles, Editorial Office of Chinese Journal of Geotechnical Engineering, available at: https://doi.org/10.11779/CJGE2017S2010 [Accessed 8 Aug. 2026].

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Title
Stability of composite foundation improved by rigid piles under embankment considering different failure modes of piles
Author / contributors
YU Jian-lin 1, 2, LI Jun-yuan 1, 2, WANG Chuan-wei 1, ZHANG Jia-lin 1, GONG Xiao-nan 1, 2, CHEN Chang-fu 3, SONG Er-xiang 4
Publisher
Editorial Office of Chinese Journal of Geotechnical Engineering
Publication year
2017
ISSN
1000-4548
ISSN
1000-4548
Language
English

Subjects

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embankment; rigid pile composite foundation; stability analysis; failure mode
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