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	Effects of shear strength reduction strategies on safety factor of homogeneous slope based on a general nonlinear failure criterion
	Zhao, Lianheng; Yang, Feng*; Zhang, Yingbin; Dan, Hancheng; Liu, Weizheng
刊名	Computers and Geotechnics
	2015
卷号	63页码:215-228
关键词	Homogeneous slope Safety factor Nonlinear failure criterion Upper bound limit analysis SSRS Tangential technique
ISSN号	0266-352X
DOI	10.1016/j.compgeo.2014.08.015
URL标识	查看原文
WOS记录号	WOS:000346397700018;EI:20144400148277
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/3322025
专题	中南大学
作者单位	1.[Dan, Hancheng 2.Zhao, Lianheng 3.Liu, Weizheng 4.Yang, Feng] Cent S Univ, Sch Civil Engn, Changsha 410075, Hunan, Peoples R China.
推荐引用方式 GB/T 7714	Zhao, Lianheng,Yang, Feng*,Zhang, Yingbin,et al. Effects of shear strength reduction strategies on safety factor of homogeneous slope based on a general nonlinear failure criterion[J]. Computers and Geotechnics,2015,63:215-228.
APA	Zhao, Lianheng,Yang, Feng*,Zhang, Yingbin,Dan, Hancheng,&Liu, Weizheng.(2015).Effects of shear strength reduction strategies on safety factor of homogeneous slope based on a general nonlinear failure criterion.Computers and Geotechnics,63,215-228.
MLA	Zhao, Lianheng,et al."Effects of shear strength reduction strategies on safety factor of homogeneous slope based on a general nonlinear failure criterion".Computers and Geotechnics 63(2015):215-228.

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