Experimental investigation on influence of loading rate on rockburst in deep circular tunnel under true-triaxial stress condition
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11771-020-4518-4.pdf
Reference58 articles.
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2. LI Xi-bing. Rock dynamic: Fundmentals and applications [M]. Beijing, China: Science Press, 2014. (in Chinese)
3. LINKOV A M. Rockbursts and the instability of rock masses [J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1996, 33: 727–732. DOI: https://doi.org/10.1016/0148-9062(96)00021-6.
4. MAZAIRA A, KONICEK P. Intense rockburst impacts in deep underground construction and their prevention [J]. Canadian Geotechnique Journal, 2015, 52(10): 1426–1439. DOI: https://doi.org/10.1139/cgj-2014-0359.
5. JIANG Bang-you, GU Shi-tan, WANG Lian-guo, ZHANG Guang-chao, LI Wen-shuai. Strainburst process of marble in tunnel-excavation-induced stress path considering intermediate principal stress [J]. Journal of Central South University, 2019, 26(4): 984–999. DOI: https://doi.org/10.1007/s11771-019-4065-z.
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