Finite element analysis on bearing capacity of post-grouting bored pile with the HS-small model and the HS model

Based on static load test results, with consideration of the small-strain stiffness characteristic of soils, the bearing capacity of bored piles with pile-toe and pile-shaft post-grouting have been analyzed using HS-small model and HS model of Plaxis program. The analysis reveals that: the small-str...

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Bibliographic Details
Published inIOP conference series. Earth and environmental science Vol. 189; no. 2; pp. 22087 - 22092
Main Author Zheng, Airong
Format Journal Article
LanguageEnglish
Published Bristol IOP Publishing 01.11.2018
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