高地应力下白鹤滩地下洞室群含错动带岩体破坏模式及机制研究

doi:10.13722/j.cnki.jrme.2015.1236

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Abstract The underground powerhouse caverns at Baihetan under construction are quite huge and have the characteristics of high side wall，large span，high geostress and complicated geological conditions. In the process of excavation unloading under high geostress，the caverns have been affected by several large staggered zones with poor ductility and mechanical properties. As a result，the rock masses with staggered zones have encountered various kinds of deformation and failure problems. On the basis of the collected data from the geological，construction，monitoring，testing and numerical analysis，the engineering properties of staggered zones are described in detail in terms of occurrence，causes and characteristics. The instances of distortion failure or destruction of engineering rock mass structure induced by the staggered zones are summarized. From the point of view of the structure controlling，the failure modes of rock masses with staggered zones are categorized into the plastic squeezing-out tensile failure，the structural stress-induced collapse/block-fall and the contact shear slip failure. The characteristics of three failure modes are studied and analyzed regarding the spatial and temporal development，the morphology，the scale of destruction and so on. The corresponding mechanisms of three kinds of failures are revealed initially. A typical example of structural stress induced collapse is presented to further explain the analysis and prediction of failure mode and supporting measures.

Key words： rock mechanics staggered zonesunderground cavernshigh geostressfailure modefailure mechanism

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	Articles by authors
	DUAN Shuqian1
	FENG Xiating1
	JIANG Quan1
	LIU Guofeng1
	XU Dingping1
	YAO Zhibin2
	FAN Yilin3
	WANG Pengfei3

Cite this article:

DUAN Shuqian1,FENG Xiating1,JIANG Quan1, et al. Failure modes and mechanisms for rock masses with staggered zones of Baihetan underground caverns under high geostress[J]. , 2017, 36(4): 852-864.

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http://www.rockmech.org/EN/10.13722/j.cnki.jrme.2015.1236 OR http://www.rockmech.org/EN/Y2017/V36/I4/852

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