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	System probabilistic stability analysis of soil slopes using Gaussian process regression with Latin hypercube sampling
	Kang, Fei; Han, Shaoxuan; Salgado, Rodrigo; Li, Junjie
刊名	COMPUTERS AND GEOTECHNICS
	2015
卷号	63页码:13-25
关键词	Slope stability Response surface System reliability analysis Monte Carlo simulation Gaussian processes Computer experiments
ISSN号	0266-352X
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/4405135
专题	大连理工大学
作者单位	1.Dalian Univ Technol, Fac Infrastruct Engn, Sch Hydraul Engn, Dalian 116024, Peoples R China. 2.Purdue Univ, Sch Civil Engn, W Lafayette, IN 47907 USA. 3.Dalian Univ Technol, Fac Infrastruct Engn, Sch Hydraul Engn, Dalian 116024, Peoples R China. 4.Purdue Univ, Sch Civil Engn, W Lafayette, IN 47907 USA.
推荐引用方式 GB/T 7714	Kang, Fei,Han, Shaoxuan,Salgado, Rodrigo,et al. System probabilistic stability analysis of soil slopes using Gaussian process regression with Latin hypercube sampling[J]. COMPUTERS AND GEOTECHNICS,2015,63:13-25.
APA	Kang, Fei,Han, Shaoxuan,Salgado, Rodrigo,&Li, Junjie.(2015).System probabilistic stability analysis of soil slopes using Gaussian process regression with Latin hypercube sampling.COMPUTERS AND GEOTECHNICS,63,13-25.
MLA	Kang, Fei,et al."System probabilistic stability analysis of soil slopes using Gaussian process regression with Latin hypercube sampling".COMPUTERS AND GEOTECHNICS 63(2015):13-25.

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