Evolution Mechanism of Deformation and Failure of Surrounding Rock during Excavation and Unloading of the High-Stress Rock Mass
To deeply analyze the failure evolution of surrounding rock during excavation-induced unloading of the high-stress rock mass, a multistage failure model was established based on revealed failure patterns. The critical conditions for wing cracks were determined. The slab crack buckling analysis was c...
Saved in:
| Main Authors: | Wensong Xu, Guangming Zhao, Chongyan Liu, Xiangrui Meng, Ruofei Zhang, Siming Kao, Shunjie Huang, Jun Zhou, Rui Peng |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2020-01-01
|
| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2020/8863540 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Research on the Reasonable Strengthening Time and Stability of Excavation Unloading Surrounding Rock of High-Stress Rock Mass
by: Wensong Xu, et al.
Published: (2021-01-01) -
Mechanical properties and deformation damage characteristics of deep rock under unloading and compensation paths
by: Minjie QI, et al.
Published: (2025-03-01) -
Creep Mechanics of the High-Stress Soft Rock under Grade Unloading
by: Shunjie Huang, et al.
Published: (2020-01-01) -
Damage analysis and grading control technology of surrounding rock in high geo-stress roadway
by: Liu Chongyan, et al.
Published: (2025-01-01) -
An Experimental Research on Surrounding Rock Unloading during Solid Coal Roadway Excavation
by: Hongjun Guo, et al.
Published: (2021-01-01)