True triaxial test method of simulating extensional rock burst
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- GUANGXI UNIV
- Publication Date
- 2017-03-15
- Estimated Expiration
- Not applicable · inactive patent
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Abstract
Description
Technical field
[0001] The invention belongs to the field of rock mechanics test research, and in particular relates to a true triaxial test method for simulating tensile rock burst. Background technique
[0002] In recent years, large-scale geotechnical engineering construction has gradually expanded to the depths, and the high ground stress environment in which it is located can easily induce rock burst disasters. Rockburst refers to the release of radial (perpendicular to the excavation boundary) stress during the excavation of deep underground engineering, and the continuous concentration of stress in the tangential direction (parallel to the excavation boundary and vertical to the tunnel axis), and the hardening within a certain depth near the excavation boundary The ejection failure phenomenon of brittle surrounding rock. Due to the sudden occurrence and limited underground engineering space, rock bursts often cause casualties, equipment damage, and severe damage to the ex...