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	An Analytical Method of Ground Foundation Settlement Influenced by Modulus Change and Three-dimensional Stress
	Cao, Wengui; Li, Peng; Xu, Xuan; He, Min
刊名	Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences
	2018
卷号	Vol.45 No.3页码:142-148
ISSN号	1674-2974;1612-8869
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/5462587
专题	湖南大学
作者单位	1.Institute of Geotechnical Engineering, Hunan University, Changsha 2.410082, China 3.Hunan Expressway Administration Bureau, Changsha 4.410001, China
推荐引用方式 GB/T 7714	Cao, Wengui,Li, Peng,Xu, Xuan,et al. An Analytical Method of Ground Foundation Settlement Influenced by Modulus Change and Three-dimensional Stress[J]. Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences,2018,Vol.45 No.3:142-148.
APA	Cao, Wengui,Li, Peng,Xu, Xuan,&He, Min.(2018).An Analytical Method of Ground Foundation Settlement Influenced by Modulus Change and Three-dimensional Stress.Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences,Vol.45 No.3,142-148.
MLA	Cao, Wengui,et al."An Analytical Method of Ground Foundation Settlement Influenced by Modulus Change and Three-dimensional Stress".Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences Vol.45 No.3(2018):142-148.

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