Mechanical Response of Surrounding Rock of Karst Tunnel under Stress-Damage-Seepage Coupling Effect
In order to reveal the mechanical response of surrounding rock of karst tunnel under stress-damage-seepage coupling effect, a new damage constitutive mechanical model of surrounding rock of karst tunnel under stress-damage-seepage coupling effect is established, which is calculated by the COMSOL Mul...
Saved in:
Main Authors: | An Gang-jian, Cao Zheng-zheng, Duan Hong-fei, Li Guo-sheng, Li Ao |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2022-01-01
|
Series: | Geofluids |
Online Access: | http://dx.doi.org/10.1155/2022/6879808 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Analytical Solution of Seepage Field in Karst Tunnel
by: Chong Jiang, et al.
Published: (2018-01-01) -
The Seepage Evolution Mechanism of Variable Mass of Broken Rock in Karst Collapse Column under the Influence of Mining Stress
by: Li Xiao-Lei, et al.
Published: (2023-01-01) -
Analysis of Surrounding Rock Pressure of Deep Buried Tunnel considering the Influence of Seepage
by: Qingchen Yao, et al.
Published: (2022-01-01) -
Hydraulic Fracturing Mechanism of Rock Mass under Stress-Damage-Seepage Coupling Effect
by: Zhengzheng Cao, et al.
Published: (2022-01-01) -
Experimental Study on the Failure Mechanism of Tunnel Surrounding Rock under Different Groundwater Seepage Paths
by: Yingchao Wang, et al.
Published: (2021-01-01)