Analysis of Influence of Soft Ground Treatment by Vacuum Preloading on Adjacent Pile Foundation
In soft ground,the deflection of adjacent pile foundation and the uneven settlement of soil around the piles caused by the surcharge loading is an extremely negative impact on the safety of the bridge.Base on the three-dimensional finite element analysis,and the specific engineering case,this paper...
Saved in:
Main Authors: | ZHOU Qiong, LI Wei, GAO Ying, WANG Jing |
---|---|
Format: | Article |
Language: | zho |
Published: |
Editorial Office of Pearl River
2021-01-01
|
Series: | Renmin Zhujiang |
Subjects: | |
Online Access: | http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2021.05.014 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Improvement and Experimental Study of Loading Mode of Vacuum Preloading Method
by: WEI Yanbing, et al.
Published: (2021-01-01) -
Impact analysis of tunnel crossing pile foundation at different angles
by: Zhongxi Tian, et al.
Published: (2025-02-01) -
Lateral behavior of high-speed railway bridge pile foundation in soft soils under adjacent surcharge loads considering time-dependent characteristics
by: Shuanglong Li, et al.
Published: (2025-01-01) -
Model tests and simulation analyses on lateral deformation characteristics of PVD-improved ground
by: Qichang WU, et al.
Published: (2024-11-01) -
Application of Anti-slide Piles in Embankment Reconstruction Work on Soft Soil Foundation
by: YU Minlin
Published: (2021-01-01)