标题:Deformation features and failure mechanism of steep rock slope under the mining activities and rainfall
作者:Li Zhi-qiang; Xue Yi-guo; Li Shu-cai; Zhang Le-wen; Wang Dan; Li Bin; Zhang Wen; Ning Kai; Zhu Jian-ye
作者机构:[Li Zhiqiang] Research Center of Geotechnical and Structural Engineering, Shandong University, Jinan, Shandong 250061, China.;[Xue Yiguo] Research Cen 更多
通讯作者:Xue, YG(xieagle@sdu.edu.cn)
通讯作者地址:[Xue, YG]Shandong Univ, Res Ctr Geotech & Struct Engn, Jinan 250061, Peoples R China.
来源:山地科学学报
出版年:2017
卷:14
期:1
页码:31-45
DOI:10.1007/s11629-015-3781-6
关键词:Slope deformation; Underground mining; Discrete Element Method; Site; monitoring system
摘要:Underground mining activities and rainfall have potential important influence on the initiation and reactivation of the slope deformations, especially on the steep rock slope. In this paper, using the discrete element method (UDEC), numerical simulation was carried out to investigate deformation features and the failure mechanism of the steep rock slope under mining activities and rainfall. A steep rock slope numerical model was created based on a case study at the Wulong area in Chongqing city, China. Mechanical parameters of the rock mass have been determined by situ measurements and laboratory measurements. A preliminary site monitoring system has been realized, aiming at getting structure movements and stresses of unstable rock masses at the most significant discontinuities. According to the numerical model calibrated based on the monitoring data, four types of operation conditions are designed to reveal the effect of mining excavation and extreme rainfall on the deformation of the steep rock slope.
收录类别:CSCD;SCOPUS;SCIE
WOS核心被引频次:2
Scopus被引频次:2
资源类型:期刊论文
原文链接:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85009088582&doi=10.1007%2fs11629-015-3781-6&partnerID=40&md5=30315d77edcce55c9c158e3055486fbd
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