Study to Catastrophe Mechanism of Bedding Rock Slope Burst

doi:10.4028/www.scientific.net/AMM.166-169.2722

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

	Study to Catastrophe Mechanism of Bedding Rock Slope Burst
	Cheng Sheng Guo; Zheng Hong
	2012
会议日期	MAY 25-27, 2012
会议地点	Yantai, PEOPLES R CHINA
关键词	Slope engineering catastrophe mechanism bedding rock slope burst
卷号	166-169
DOI	10.4028/www.scientific.net/AMM.166-169.2722
页码	2722-2725
英文摘要	Bedding rock slope stability is classic problem of its formation mechanism, and with mechanical means to study the breeding and instability model is one of the important means, Based on summarizing and inducting returns of former researcher, this paper stated that the mechanical model of two-dimensional space may be crossbar bend beam model and of three-dimensional space maybe plate or shell model. Crossbar bend beam catastrophe model of common and multi-load was built. The formulas of burst instable and limit length of bedding rock slope were gained. For example Bawangshan and a special slope near 318 national highway as typical burst slope, their burst and limit length were solved, and the result was proved to be correct and rationality by contrasting with calculation result of other researcher or the actual scene investigate.
源文献作者	Zhou, XG ; Chu, MJ ; Liu, JM ; Qu, SY ; Fan, HT
会议录	PROGRESS IN STRUCTURE, PTS 1-4
会议录出版者	TRANS TECH PUBLICATIONS LTD
会议录出版地	STAFA-ZURICH
语种	英语
WOS研究方向	Construction & Building Technology ; Engineering ; Materials Science
WOS记录号	WOS:000310949801194
内容类型	会议论文
源URL	[http://119.78.100.198/handle/2S6PX9GI/4689]
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	Cheng Sheng Guo,Zheng Hong. Study to Catastrophe Mechanism of Bedding Rock Slope Burst[C]. 见:. Yantai, PEOPLES R CHINA. MAY 25-27, 2012.