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 ; Jiang, Quan; Zhou, Yang-Yi
|
| 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
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