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	Study of nonlinear rheology of improved expansive soil based on model theory and genetic creep theory
	Yang, Cheng; Wen, Chang-Ping*
刊名	Yantu Lixue/Rock and Soil Mechanics
	2016
卷号	37页码:75-82
关键词	Genetic creep theory Model theory Nonlinear rheology Viscoelastic creep Viscoplastic creep
ISSN号	1000-7598
DOI	10.16285/j.rsm.2016.S2.009
URL标识	查看原文
WOS记录号	EI:20164803066392
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/5729318
专题	中南林业科技大学
作者单位	1.[Yang, Cheng 2.Wen, Chang-Ping] College of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha, Hunan, 410004, China
推荐引用方式 GB/T 7714	Yang, Cheng,Wen, Chang-Ping*. Study of nonlinear rheology of improved expansive soil based on model theory and genetic creep theory[J]. Yantu Lixue/Rock and Soil Mechanics,2016,37:75-82.
APA	Yang, Cheng,&Wen, Chang-Ping*.(2016).Study of nonlinear rheology of improved expansive soil based on model theory and genetic creep theory.Yantu Lixue/Rock and Soil Mechanics,37,75-82.
MLA	Yang, Cheng,et al."Study of nonlinear rheology of improved expansive soil based on model theory and genetic creep theory".Yantu Lixue/Rock and Soil Mechanics 37(2016):75-82.

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