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...
Saved in:
Published in | IOP conference series. Earth and environmental science Vol. 189; no. 2; pp. 22087 - 22092 |
---|---|
Main Author | |
Format | Journal Article |
Language | English |
Published |
Bristol
IOP Publishing
01.11.2018
|
Subjects | |
Online Access | Get full text |
Cover
Loading…
Be the first to leave a comment!