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	Analysis of the Maximum Dynamic Shear Modulus and Particle Arrangement Properties of Saturated Soft Clay Soils (EI收录)
	Shan, Yi[1,2,3]; Mo, Hai-hong[1,2]; Yu, Shu-man[3]; Chen, Jun-sheng[1,2]
刊名	Soil Mechanics and Foundation Engineering
	2016
页码	1-7
关键词	Clay Elastic moduli Shear flow Shear strain Shear stress Soil testing Wave propagation
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/2194640
专题	华南理工大学
作者单位	1.[1] Civil and Transportation Institute, South China University of Technology, Guangzhou, China 2.[2] State Key Laboratory of Subtropical Building Science, Guangzhou, China 3.[3] Department of Civil engineering, Shantou University, Shantou, China
推荐引用方式 GB/T 7714	Shan, Yi[1,2,3],Mo, Hai-hong[1,2],Yu, Shu-man[3],等. Analysis of the Maximum Dynamic Shear Modulus and Particle Arrangement Properties of Saturated Soft Clay Soils (EI收录)[J]. Soil Mechanics and Foundation Engineering,2016:1-7.
APA	Shan, Yi[1,2,3],Mo, Hai-hong[1,2],Yu, Shu-man[3],&Chen, Jun-sheng[1,2].(2016).Analysis of the Maximum Dynamic Shear Modulus and Particle Arrangement Properties of Saturated Soft Clay Soils (EI收录).Soil Mechanics and Foundation Engineering,1-7.
MLA	Shan, Yi[1,2,3],et al."Analysis of the Maximum Dynamic Shear Modulus and Particle Arrangement Properties of Saturated Soft Clay Soils (EI收录)".Soil Mechanics and Foundation Engineering (2016):1-7.

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