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	Searching for critical slip surface in soil slopes based on calculated results by variable modulus elastoplastic strength reduction method (EI收录)
	Zhang, Yu-Cheng[1,2,3]; Yang, Guang-Hua[1,2,3]; Hu, Hai-Ying[4]; Liu, Peng[5]; Zhong, Zhi-Hui[5]
刊名	Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering
	2013
卷号	35页码:14-22
关键词	Elastoplasticity Safety factor Stresses
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/2221859
专题	华南理工大学
作者单位	1.[1] Guangdong Research Institute of Water Resources and Hydropower, Guangzhou 510610, China 2.[2] Geotechnical Engineering Technology Center of Guangdong Province, Guangzhou 510610, China 3.[3] Emergency Technology Research Center of Guangdong Province for Public Events, Guangzhou 510610, China 4.[4] School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, China 5.[5] School of Civil and Architectural Engineering, Wuhan University, Wuhan 430072, China
推荐引用方式 GB/T 7714	Zhang, Yu-Cheng[1,2,3],Yang, Guang-Hua[1,2,3],Hu, Hai-Ying[4],等. Searching for critical slip surface in soil slopes based on calculated results by variable modulus elastoplastic strength reduction method (EI收录)[J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering,2013,35:14-22.
APA	Zhang, Yu-Cheng[1,2,3],Yang, Guang-Hua[1,2,3],Hu, Hai-Ying[4],Liu, Peng[5],&Zhong, Zhi-Hui[5].(2013).Searching for critical slip surface in soil slopes based on calculated results by variable modulus elastoplastic strength reduction method (EI收录).Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering,35,14-22.
MLA	Zhang, Yu-Cheng[1,2,3],et al."Searching for critical slip surface in soil slopes based on calculated results by variable modulus elastoplastic strength reduction method (EI收录)".Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering 35(2013):14-22.

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