Article
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 · ISSN 1000-4548
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 und...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma English
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