Influence of Principal Stress Direction on the Fracture Characteristics of Granite with an Inverted U-Shaped Cavity
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s40999-023-00860-2.pdf
Reference50 articles.
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3. Diederichs MS, Kaiser PK, Eberhardt E (2004) Damage initiation and propagation in hard rock during tunnelling and the influence of near-face stress rotation. Int J Rock Mech Min Sci 41(5):785–812
4. Li CJ, Li XB (2018) Influence of wavelength-to-tunnel-diameter ratio on dynamic response of underground tunnels subjected to blasting loads. Int J Rock Mech Min Sci 112:323–338
5. Li XB, Li CJ, Cao WZ, Tao M (2018) Dynamic stress concentration and energy evolution of deep-buried tunnels under blasting loads. Int J Rock Mech Min Sci 104:131–146
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