气候变化领域集成服务门户(CCPortal): The strength criterion and elastoplastic constitutive model of frozen soil under high confining pressures

CCPortal

	The strength criterion and elastoplastic constitutive model of frozen soil under high confining pressures
	Yang, Yugui; Lai, Yuanming; Dong, Yuanhong; Li, Shuangyang
发表日期	2010
卷号	v 60 期号:n 2 页码:p 154-160
语种	英语
来源期刊	Cold Regions Science and Technology
来源机构	中国科学院西北生态环境资源研究院
文献类型	期刊论文
条目标识符	http://gcip.llas.ac.cn/handle/2XKMVOVA/239821
作者单位	State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental, Engineering Research Institute, Lanzhou, 730000, China
推荐引用方式 GB/T 7714	Yang, Yugui,Lai, Yuanming,Dong, Yuanhong,et al. The strength criterion and elastoplastic constitutive model of frozen soil under high confining pressures[J]. 中国科学院西北生态环境资源研究院,2010,v 60(n 2):p 154-160.
APA	Yang, Yugui,Lai, Yuanming,Dong, Yuanhong,&Li, Shuangyang.(2010).The strength criterion and elastoplastic constitutive model of frozen soil under high confining pressures.Cold Regions Science and Technology,v 60(n 2),p 154-160.
MLA	Yang, Yugui,et al."The strength criterion and elastoplastic constitutive model of frozen soil under high confining pressures".Cold Regions Science and Technology v 60.n 2(2010):p 154-160.