A simple rheological element based creep model for frozen soils (EI)
Wang S. ; Qi J. ; Yin Z. ; Zhang J. ; Ma W.
刊名Cold Regions Science and Technology
2014
卷号106-107期号:47-54
英文摘要Creep of frozen soils is one of the most important issues in cold regions engineering. This paper first reviews the state-of-the-art of creep models for frozen soils. It is found that the elementary rheological models are more feasible in describing the creep of frozen soils. The authors propose a simple model by combining Maxwell, Kelvin and Bingham body, with a parabolic yield criterion. The model is verified by the direct shear creep tests on frozen fine sand, and the calculated creep strains agree in general with test data. A field loading test in Beiluhe site along Qinghai-Tibet railway is modeled on FLAC platform with the proposed model and the simulated settlement of underlying warm and ice-rich permafrost well coincide with the in situ monitored data. 2014 Elsevier B.V.
收录类别EI
公开日期2015-12-24
内容类型期刊论文
源URL[http://ir.casnw.net/handle/362004/25230]  
专题寒区旱区环境与工程研究所_中科院寒区旱区环境与工程研究所(未分类)_期刊论文
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Wang S.,Qi J.,Yin Z.,et al. A simple rheological element based creep model for frozen soils (EI)[J]. Cold Regions Science and Technology,2014,106-107(47-54).
APA Wang S.,Qi J.,Yin Z.,Zhang J.,&Ma W..(2014).A simple rheological element based creep model for frozen soils (EI).Cold Regions Science and Technology,106-107(47-54).
MLA Wang S.,et al."A simple rheological element based creep model for frozen soils (EI)".Cold Regions Science and Technology 106-107.47-54(2014).
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