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 |
DOI | 10.1016/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. |
入库方式: iSwitch采集
来源:寒区旱区环境与工程研究所
浏览0
下载0
收藏0
其他版本
除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。