Rockburst criterion and evaluation method for potential rockburst pit depth considering excavation damage effect
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology
Reference73 articles.
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3. Failure process and characteristics of deep concrete-supported arch tunnel under true-triaxial stress;Theoretical and Applied Fracture Mechanics;2024-04
4. Spalling failure and fracturing of brittle sandstone containing rectangular cavity based on biaxial compression test and discrete element method;Engineering Failure Analysis;2024-04
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