中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Experimental and theoretical investigations on the mechanical behavior of frozen silt

文献类型:期刊论文

作者Yang Yugui1,2; Gao Feng2; Lai Yuanming3; Cheng Hongmei1,2
刊名COLD REGIONS SCIENCE AND TECHNOLOGY
出版日期2016-10-01
卷号130页码:59-65
关键词Frozen silt Compressive test Constitutive model Artificial freezing method
ISSN号0165-232X
DOI10.1016/j.coldregions.2016.07.008
通讯作者Yang Yugui(ygyang2009@126.com)
英文摘要The mechanical properties of frozen soil are complicated due to their complex components and sensitivity to temperature, water content and pressure. This study conducts triaxial compressive tests to experimentally investigate the mechanical properties of frozen silt under different confining pressures and at temperatures of -2.0, -4.0, -6.0 and -8.0 degrees C. Constitutive models, which are used to describe the response behaviors of natural and artificial materials under different loading and environmental conditions, were used as the bases for the description of the mechanical behavior of this frozen silt under external loads. After introducing continuous damage and statistics theories, a statistical damage constitutive model was proposed to reproduce the deformation of frozen silt. The Weibull distribution function was used in the model to describe the propagations of micro-voids and micro-cracks during loading process. The validity of this model was verified by comparing its modeling predictions with the experimental results. It was found that the predictions by this model agree well with the corresponding experimental data. (C) 2016 Elsevier B.V. All rights reserved.
收录类别SCI
WOS关键词DAMAGE CONSTITUTIVE MODEL ; STRAIN-RATE ; STRENGTH ; SOIL ; CRITERION ; TUNNEL ; SAND ; CLAY ; TEMPERATURE ; PERMAFROST
WOS研究方向Engineering ; Geology
WOS类目Engineering, Environmental ; Engineering, Civil ; Geosciences, Multidisciplinary
语种英语
WOS记录号WOS:000383300400006
出版者ELSEVIER SCIENCE BV
URI标识http://www.irgrid.ac.cn/handle/1471x/2557464
专题寒区旱区环境与工程研究所
通讯作者Yang Yugui
作者单位1.China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221008, Jiangsu, Peoples R China
2.China Univ Min & Technol, Sch Mech & Civil Engn, Xuzhou 221116, Jiangsu, Peoples R China
3.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
Yang Yugui,Gao Feng,Lai Yuanming,et al. Experimental and theoretical investigations on the mechanical behavior of frozen silt[J]. COLD REGIONS SCIENCE AND TECHNOLOGY,2016,130:59-65.
APA Yang Yugui,Gao Feng,Lai Yuanming,&Cheng Hongmei.(2016).Experimental and theoretical investigations on the mechanical behavior of frozen silt.COLD REGIONS SCIENCE AND TECHNOLOGY,130,59-65.
MLA Yang Yugui,et al."Experimental and theoretical investigations on the mechanical behavior of frozen silt".COLD REGIONS SCIENCE AND TECHNOLOGY 130(2016):59-65.

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来源:寒区旱区环境与工程研究所

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