A New Unified Solution for Deep Tunnels in Water-Rich Areas considering Pore Water Pressure
Pore water pressure has an important influence on the stresses and deformation of the surrounding rock of deep tunnels in water-rich areas. In this study, a mechanical model for deep tunnels subjected to a nonuniform stress field in water-rich areas is developed. Considering the pore water pressure,...
Saved in:
Main Authors: | Hao Fan, Lianguo Wang, Shuai Wang, Chongyang Jiang |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2021-01-01
|
Series: | Geofluids |
Online Access: | http://dx.doi.org/10.1155/2021/6696757 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Formation Mechanism of “Large-Area Sweating” Water Seepage from Deep Mine Sandstone Pores
by: Yanzhi Li, et al.
Published: (2022-01-01) -
Limit Analysis of Collapse Mechanisms for Tunnel Roofs Subjected to Pore Water Pressure: A Numerical Approach
by: Jing-jing Liu, et al.
Published: (2021-01-01) -
Mechanics Parameter Optimization and Evaluation of Curtain Grouting Material in Deep, Water-Rich Karst Tunnels
by: Hai Shi, et al.
Published: (2017-01-01) -
Variation of Pore Water Pressure in Tailing Sand under Dynamic Loading
by: Jia-xu Jin, et al.
Published: (2018-01-01) -
A green-Ampt model considering unsaturated zone and pore air pressure
by: Youliang Peng, et al.
Published: (2025-03-01)