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	Stability analysis of an ancient landslide considering shear strength reduction behavior of slip zone soil
	Chen, Xiao-ping[1]; Zhu, Hong-hu[2]; Huang, Jing-wu[3]; Liu, Dong[4]
	2016
卷号	13期号:1页码:173
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/4305139
专题	暨南大学
作者单位	1.[1]Jinan Univ, Coll Sci & Engn, Key Lab Disaster Forecast & Control Engn, Guangzhou, Guangdong, Peoples R China 2.[2]Nanjing Univ, Sch Earth Sci & Engn, Nanjing 210008, Jiangsu, Peoples R China 3.[3]Guangdong Hydropower Planning & Design Inst, Guangzhou, Guangdong, Peoples R China 4.[4]Shenzhen Comprehens Geotech Engn Invest & Design, Shenzhen, Peoples R China
推荐引用方式 GB/T 7714	Chen, Xiao-ping[1],Zhu, Hong-hu[2],Huang, Jing-wu[3],et al. Stability analysis of an ancient landslide considering shear strength reduction behavior of slip zone soil[J],2016,13(1):173.
APA	Chen, Xiao-ping[1],Zhu, Hong-hu[2],Huang, Jing-wu[3],&Liu, Dong[4].(2016).Stability analysis of an ancient landslide considering shear strength reduction behavior of slip zone soil.,13(1),173.
MLA	Chen, Xiao-ping[1],et al."Stability analysis of an ancient landslide considering shear strength reduction behavior of slip zone soil".13.1(2016):173.

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