循环荷载下节理岩体边坡动力响应的试验研究

doi:10.13722/j.cnki.jrme.2016.0868

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Abstract Under the long term cyclic vibration loading，the primary structural plane in rock slopes may expand and produce new fracture surfaces，which directly affect the stability of rock slopes. According to the similarity theory，a physical model of a slope was built to simulate a jointed rock slope. The cyclic shear load was applied on the shaking table with the amplitude of 1.0，1.25 and 1.5 mm respectively and the dynamic response of the jointed rock slope under cyclic loads was recorded. The deformation of the jointed rock slope under the horizontal and vertical cyclic loads with the amplitude of 1.5 mm was compared. The deformation of the slope increases with the increasing of vibration amplitudes and vibration time. The slope is more sensitive to the vertical cyclic load，while the deformation at the top of the slope is larger than that at the bottom. The long term vibration load leads to the extension，expansion and coalescence of the primary crack，which increases the deformation of the slope. Two possible failure modes of the slope under cyclic loads，the integral landslide and the partial sliding，were presented according to the deformation results of tests.

Key words： rock mechanics cyclic loads jointed rock slopes dynamic response experimental study

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	Articles by authors
	JIAN Wenbin1
	2
	HONG Rubao1
	3
	FAN Xiufeng1
	2
	ZHOU Beirui1

Cite this article:

JIAN Wenbin1,2,HONG Rubao1, et al. Experimental study of dynamic response of jointed rock slopes under cyclic loads[J]. , 2016, 35(12): 2409-2416.

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http://rockmech.org/EN/10.13722/j.cnki.jrme.2016.0868 OR http://rockmech.org/EN/Y2016/V35/I12/2409

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