Mechanical response and stability analysis of rock mass in high geostress underground powerhouse caverns subjected to excavation
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11771-020-4522-8.pdf
Reference41 articles.
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3. XU Nu-wen, LI Tian-bin, DAI Feng, LI Biao, ZHU Yong-guo, YANG Dian-sen. Microseismic monitoring and stability evaluation for the large scale underground caverns at the Houziyan hydropower station in Southwest China [J]. Engineering Geology, 2015, 188: 48–67. DOI: https://doi.org/10.1016/j.enggeo.2015.01.020.
4. GONG Feng-qiang, SI Xue-feng, LI Xi-bing, WANG Shan-yong. Experimental investigation of strain rockburst in circular caverns under deep three-dimensional high-stress conditions [J]. Rock Mechanics and Rock Engineering, 2019, 52(5): 1459–1474. DOI: https://doi.org/10.1007/s00603-018-1660-5.
5. LUO Yong, GONG Feng-qiang, LI Xi-bing, WANG Shan-yong. Experimental simulation investigation of the influence of depth on spalling characteristics in circular hard rock tunnel [J]. Journal of Central South University, 2020, 27(3): 891–910. DOI: https://doi.org/10.1007/s11771-020-4339-5.
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