Rock mass self-supporting effect utilization for enhancement stability of a tunnel
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology
Cited by 10 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Dissipative structures as a cause of the asynchronous development of the damaged zone surrounding underground roadways;International Journal of Rock Mechanics and Mining Sciences;2024-03
2. The negative effect of a torsion dissipative structure on the stability and bearing capacity of the yield frame support;Tunnelling and Underground Space Technology;2024-02
3. A twisted yieldable rock bolt as a tool for dissipation of the ground pressure energy;International Journal of Rock Mechanics and Mining Sciences;2023-02
4. Dissipative Structures as a Cause of Asynchronous and Asymmetrical Development of the Damaged Zone Around Underground Roadways. Part Iii – Technologies for Increase of the Roadway Stability;2023
5. Rock pressure relief is the basic alternative for sustainable underground mining;E3S Web of Conferences;2021
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