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

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 b...

Täydet tiedot

Tallennettuna:
Päätekijä: 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
Aineistotyyppi: Artigo
Kieli:Inglês
Julkaistu: Editorial Office of Chinese Journal of Geotechnical Engineering 2017-10-01
Sarja:Yantu gongcheng xuebao
Aiheet:
embankment
rigid pile composite foundation
stability analysis
failure mode
Linkit:https://www.cgejournal.com/en/article/doi/10.11779/CJGE2017S2010
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