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	Stability Assessment of the Excavated Rock Slope at the Dagangshan Hydropower Station in China Based on Microseismic Monitoring
	Ma, K.; Xu, N. W.; Liang, Z. Z.
刊名	ADVANCES IN CIVIL ENGINEERING
	2018
ISSN号	1687-8086
URL标识	查看原文
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/1835758
专题	四川大学
作者单位	1.Sichuan Univ, Coll Water Resource & Hydropower, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China 2.Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Liaoning, Peoples R China
推荐引用方式 GB/T 7714	Ma, K.,Xu, N. W.,Liang, Z. Z.. Stability Assessment of the Excavated Rock Slope at the Dagangshan Hydropower Station in China Based on Microseismic Monitoring[J]. ADVANCES IN CIVIL ENGINEERING,2018.
APA	Ma, K.,Xu, N. W.,&Liang, Z. Z..(2018).Stability Assessment of the Excavated Rock Slope at the Dagangshan Hydropower Station in China Based on Microseismic Monitoring.ADVANCES IN CIVIL ENGINEERING.
MLA	Ma, K.,et al."Stability Assessment of the Excavated Rock Slope at the Dagangshan Hydropower Station in China Based on Microseismic Monitoring".ADVANCES IN CIVIL ENGINEERING (2018).

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