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Autor:
Chang-fu HUANG, Shuai-long ZHANG, Yong-tao GAO, Shun-chuan WU, Yu ZHOU, Hao SUN, Wen-qiang WANG, Qing-zhao LU
Publikováno v:
工程科学学报, Vol 44, Iss 7, Pp 1134-1146 (2022)
In the process of underground engineering construction, tuff in the fault fracture zone under a three-dimensional stress state loses particles under the action of fluid–solid coupling, causing the structural instability of the fault fracture rock.
Externí odkaz:
https://doaj.org/article/5bf38bbfcd9b42c1a989cfdc3b00ddb1
