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	A two-surface plasticity model for cyclic behavior of saturated clay
	Ren-Peng Chen; Shu Zhu; Peng-Yun Hong; Wei Cheng; Yu-Jun Cui
刊名	Acta Geotechnica
	2019
卷号	Vol.14 No.2页码:279-293
关键词	Bounding surface plasticity Cyclic loading Saturated clay Small-strain nonlinearity
ISSN号	1861-1125;1861-1133
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/4615893
专题	湖南大学
作者单位	1.MOE Key Laboratory of Building Safety and Energy Efficiency,Changsha,China 2.International Joint Research Center for Sustainable Building Environment,Changsha,China 3.College of Civil Engineering,Hunan University,Changsha,China 4.Department of Civil Engineering,Zhejiang University,Hangzhou,China 5.Laboratoire Navier , CNRS, ENPC, IFSTTAR,Université Paris-Est,Marne-la-Vallée,France
推荐引用方式 GB/T 7714	Ren-Peng Chen,Shu Zhu,Peng-Yun Hong,et al. A two-surface plasticity model for cyclic behavior of saturated clay[J]. Acta Geotechnica,2019,Vol.14 No.2:279-293.
APA	Ren-Peng Chen,Shu Zhu,Peng-Yun Hong,Wei Cheng,&Yu-Jun Cui.(2019).A two-surface plasticity model for cyclic behavior of saturated clay.Acta Geotechnica,Vol.14 No.2,279-293.
MLA	Ren-Peng Chen,et al."A two-surface plasticity model for cyclic behavior of saturated clay".Acta Geotechnica Vol.14 No.2(2019):279-293.

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