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	Study on pile-soil stress ratio of composite foundation reinforced with geosynthetic encased stone columns
	Zhang, L.; Chen, Z.; Zhao, M.
刊名	Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences
	2017
卷号	Vol.44 No.1页码:136-142
关键词	Elastic-plastic Geosynthetic encased columns Pile-soil stress ratio
ISSN号	1674-2974
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/6050870
专题	湖南大学
作者单位	Geotechnical Institute of Hunan University, Changsha, 410082, China
推荐引用方式 GB/T 7714	Zhang, L.,Chen, Z.,Zhao, M.. Study on pile-soil stress ratio of composite foundation reinforced with geosynthetic encased stone columns[J]. Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences,2017,Vol.44 No.1:136-142.
APA	Zhang, L.,Chen, Z.,&Zhao, M..(2017).Study on pile-soil stress ratio of composite foundation reinforced with geosynthetic encased stone columns.Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences,Vol.44 No.1,136-142.
MLA	Zhang, L.,et al."Study on pile-soil stress ratio of composite foundation reinforced with geosynthetic encased stone columns".Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences Vol.44 No.1(2017):136-142.

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