裂隙岩体地下工程稳定性研究发展趋势

doi:10.13722/j.cnki.jrme.2020.1074

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Abstract The engineering practices both in China and other countries indicate that the discontinuous surfaces existing in natural rock mass have strong effects on the stability conditions of geotechnical structures and even a decisive influence. It is significant to reveal the underlying unsolved problems of seepage behaviors and mechanical mechanisms of jointed rock mass. Based on the review of a lot of research works in the problems of mechanical characteristics for fractured rock，the present work proposed the research focuses and development directions from the viewpoints of theoretical approaches，indoor test，in-situ test and numerical methods，and mainly discussed these topics as follows：field investigation techniques and generation methods of fracture network，stress-flow characteristics of fractured rock mass，macroscale and microscale progressive failure mechanisms of fractured rock mass, and anchoring techniques in underground engineering of fractured rock mass.

Key words： rock mechanics fractured rock mass underground engineering mechanical characteristics multi-field coupling fracture propagation anchoring technology

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	CHEN Weizhong1
	WANG Luyu1
	2
	TAN Xianjun1
	YANG Diansen1
	YUAN Jingqiang1
	YANG Jianping1

Cite this article:

CHEN Weizhong1,WANG Luyu1,2, et al. State-of-the-art and development tendency of the underground engineering stability of fractured rock mass[J]. , 2021, 40(10): 1945-1961.

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https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2020.1074 OR https://rockmech.whrsm.ac.cn/EN/Y2021/V40/I10/1945

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