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	Computational method for bearing capacity of upper geosynthetic-encased stone columns based on block limit equilibrium method
	Chen, Chang-Fu; Wu, Meng-Ting
刊名	Chinese Journal of Geotechnical Engineering
	2013
卷号	Vol.35 No.7页码:1253-1260
关键词	composite foundation stone column ultimate bearing capacity block limit equilibrium method stochastic optimization algorithm
ISSN号	1000-4548
URL标识	查看原文
公开日期	[db:dc_date_available]
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/6499443
专题	湖南大学
作者单位	Geotechnical Engineering Institute, Hunan University, Changsha 410082, China
推荐引用方式 GB/T 7714	Chen, Chang-Fu,Wu, Meng-Ting. Computational method for bearing capacity of upper geosynthetic-encased stone columns based on block limit equilibrium method[J]. Chinese Journal of Geotechnical Engineering,2013,Vol.35 No.7:1253-1260.
APA	Chen, Chang-Fu,&Wu, Meng-Ting.(2013).Computational method for bearing capacity of upper geosynthetic-encased stone columns based on block limit equilibrium method.Chinese Journal of Geotechnical Engineering,Vol.35 No.7,1253-1260.
MLA	Chen, Chang-Fu,et al."Computational method for bearing capacity of upper geosynthetic-encased stone columns based on block limit equilibrium method".Chinese Journal of Geotechnical Engineering Vol.35 No.7(2013):1253-1260.

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