Microseismicity monitoring and failure mechanism analysis of rock masses with weak interlayer zone in underground intersecting chambers: A case study from the Baihetan Hydropower Station, China
文献类型:期刊论文
作者 | Zhao, Jin-Shuai; Feng, Xia-Ting![]() |
刊名 | ENGINEERING GEOLOGY
![]() |
出版日期 | 2018 |
卷号 | 245期号:-页码:44-60 |
关键词 | Weak interlayer zone (WIZ) Intersecting chambers Microseismicity Spatio-temporal evolution Fracture mechanism Baihetan Hydropower Station |
ISSN号 | 0013-7952 |
DOI | 10.1016/j.enggeo.2018.08.006 |
英文摘要 | EXCAVATION DAMAGED ZONE; IN-SITU OBSERVATION; HARD-ROCK; STABILITY ANALYSIS; STRESS; DEEP; FRACTURE; DESIGN; QUANTIFICATION; PROPAGATION |
WOS研究方向 | Engineering ; Geology |
语种 | 英语 |
WOS记录号 | WOS:000448494600005 |
源URL | [http://119.78.100.198/handle/2S6PX9GI/15149] ![]() |
专题 | 岩土力学所知识全产出_期刊论文 国家重点实验室知识产出_期刊论文 |
作者单位 | 1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China; 2.Northeastern Univ, Key Lab, Minist Educ Safe Min Deep Met Mines, Shenyang 110819, Liaoning, Peoples R China; 3.Univ Chinese Acad Sci, Beijing 100049, Peoples R China |
推荐引用方式 GB/T 7714 | Zhao, Jin-Shuai,Feng, Xia-Ting,Jiang, Quan,et al. Microseismicity monitoring and failure mechanism analysis of rock masses with weak interlayer zone in underground intersecting chambers: A case study from the Baihetan Hydropower Station, China[J]. ENGINEERING GEOLOGY,2018,245(-):44-60. |
APA | Zhao, Jin-Shuai,Feng, Xia-Ting,Jiang, Quan,&Zhou, Yang-Yi.(2018).Microseismicity monitoring and failure mechanism analysis of rock masses with weak interlayer zone in underground intersecting chambers: A case study from the Baihetan Hydropower Station, China.ENGINEERING GEOLOGY,245(-),44-60. |
MLA | Zhao, Jin-Shuai,et al."Microseismicity monitoring and failure mechanism analysis of rock masses with weak interlayer zone in underground intersecting chambers: A case study from the Baihetan Hydropower Station, China".ENGINEERING GEOLOGY 245.-(2018):44-60. |
入库方式: OAI收割
来源:武汉岩土力学研究所
浏览0
下载0
收藏0
其他版本
除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。