Predicting the critical drainage induced by soil seepage failure during pumping in foundation pit construction

Predicting the critical drainage induced by soil seepage failure during pumping in foundation pit construction

In the construction of foundation pits with shallow groundwater levels, improper control of pumping strength often leads to soil penetration failure, resulting in engineering accidents, casualties, and property losses. Currently, existing research mainly focuses on soil conditions, settlement deform...

Full description

Saved in:
Bibliographic Details
Main Authors: Fuwei JIANG, Shujun TANG, Xiaofei DENG, Zhenchao LI, Fawang ZHANG, Hongyuan YIN
Format: Article
Language:zho
Published: Editorial Office of Hydrogeology & Engineering Geology 2025-01-01
Series:Shuiwen dizhi gongcheng dizhi
Subjects:
foundation pit construction
seepage failure
critical seepage velocity
critical pumping quantity
permeability coefficient
borehole pumping
Online Access:https://www.swdzgcdz.com/en/article/doi/10.16030/j.cnki.issn.1000-3665.202401044
Tags: Add Tag
No Tags, Be the first to tag this record!

Internet

https://www.swdzgcdz.com/en/article/doi/10.16030/j.cnki.issn.1000-3665.202401044

Similar Items