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Constitutive models of frozen soil

文献类型:期刊论文

作者He, P; Zhu, YL; Cheng, GD
刊名CANADIAN GEOTECHNICAL JOURNAL
出版日期2000-08-01
卷号37期号:4页码:811-816
关键词viscoelastoplasticity damage development constitutive model frozen soil
ISSN号0008-3674
通讯作者He, P()
英文摘要The constitutive models on viscoelastoplasticity and the damage to frozen soil presented in this paper can be used to analyze the relationship of stress and strain, under complicated stress states, and damage development and the failure process of the internal structure of frozen soil. The models successfully predict the whole process of creep, including the failure stage. Both strengthening and weakening effects of confining pressure, namely increasing the friction force between soil particles and decreasing the frozen force between ice and the soil particles due to pressure melting of ice, are considered in the constitutive models.
收录类别SCI
WOS关键词DAMAGE MECHANICS
WOS研究方向Engineering ; Geology
WOS类目Engineering, Geological ; Geosciences, Multidisciplinary
语种英语
WOS记录号WOS:000089159000006
出版者NATL RESEARCH COUNCIL CANADA
URI标识http://www.irgrid.ac.cn/handle/1471x/2556666
专题寒区旱区环境与工程研究所
通讯作者He, P
作者单位CAS, Cold & Arid Reg Environm & Engn Res Inst, State Key Lab Frozen Soil Engn, Lanzhou 730000, Peoples R China
推荐引用方式
GB/T 7714
He, P,Zhu, YL,Cheng, GD. Constitutive models of frozen soil[J]. CANADIAN GEOTECHNICAL JOURNAL,2000,37(4):811-816.
APA He, P,Zhu, YL,&Cheng, GD.(2000).Constitutive models of frozen soil.CANADIAN GEOTECHNICAL JOURNAL,37(4),811-816.
MLA He, P,et al."Constitutive models of frozen soil".CANADIAN GEOTECHNICAL JOURNAL 37.4(2000):811-816.

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来源:寒区旱区环境与工程研究所

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