Experimental study on dynamic response of rock masses with different joint matching coefficients

CORC > 武汉岩土力学研究所 > 中科院武汉岩土力学所 > 岩土力学所知识全产出 > 会议论文

	Experimental study on dynamic response of rock masses with different joint matching coefficients
	Li, N. N.; Li, J. C.; Li, H. B.; Chai, S. B.
	2016
会议日期	MAY 18-19, 2016
会议地点	Suzhou, PEOPLES R CHINA
页码	129-134
英文摘要	The paper investigates the effect of contact area of joint surface on stress wave propagation and the dynamic property of joints by using Split Hopkinson Pressure Bar (SHPB) apparatus. Artificial joints were made with two blocks, one surface of one block was sawn to shape a number of notches while the surface of the other one was flat and smooth. Each sample has the same depth but different width of notches. Based on the fundamental theory of SHPB test, the transmission coefficients, the deformation of rock specimens and the closure volume of joints were obtained. The experimental results show that the deformation of rockmass is mainly caused by the joint deformation and the closure volume of joints increase when contact area declines. The transmission coefficients increase almost linearly with contact area ratio for a given notch width.
会议录	ROCK DYNAMICS: FROM RESEARCH TO ENGINEERING
会议录出版者	CRC PRESS-TAYLOR & FRANCIS GROUP
会议录出版地	BOCA RATON
语种	英语
WOS研究方向	Geochemistry & Geophysics ; Engineering
WOS记录号	WOS:000385239400015
内容类型	会议论文
源URL	[http://119.78.100.198/handle/2S6PX9GI/4866]
专题	岩土力学所知识全产出_会议论文国家重点实验室知识产出_会议论文
作者单位	Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn
推荐引用方式 GB/T 7714	Li, N. N.,Li, J. C.,Li, H. B.,et al. Experimental study on dynamic response of rock masses with different joint matching coefficients[C]. 见:. Suzhou, PEOPLES R CHINA. MAY 18-19, 2016.