Uniaxial tests on frozen loess and its constitutive model

被引：0
|
作者：
Cai, Cong [1 ,3 ]
Ma, Wei [1 ]
Zhao, Shu-Ping [1 ,2 ]
Zhou, Zhi-Wei [1 ]
Mu, Yan-Hu [1 ]
机构：
[1] State Key Laboratory of Frozen Soil Engineering, CAREERI, Chinese Academy of Sciences, Lanzhou,730000, China
[2] Key Lab of Visual Geographic Environment (Ministry of Education), Nanjing Normal University, Nanjing,210023, China
[3] University of Chinese Academy of Sciences, Beijing,100049, China
来源：
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering | 2017年 / 39卷 / 05期
关键词：
Compilation and indexing terms; Copyright 2024 Elsevier Inc;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Elastic and plastic deformation - Experimental investigations - Frozen loess - Jump tests - Rate dependence - Strain rate sensitivity coefficient - Temperature dependence - Temperature dependent
引用
收藏
页码：879 / 887
相关论文
共 50 条
  • [31] Experimental study on the mechanical properties of frozen tailings by uniaxial compression tests
    Wei Z.-A.
    Yang Y.-H.
    Xu J.-J.
    Chen Y.-L.
    Dongbei Daxue Xuebao/Journal of Northeastern University, 2016, 37 (01): : 123 - 126and142
  • [32] The uniaxial compressive and tensile tests of frozen saturated clay in Shanghai area
    Youliang Chen
    Rafig Azzam
    Ming Wang
    Shan Xu
    Lequn Chang
    Environmental Earth Sciences, 2011, 64 : 29 - 36
  • [33] A constitutive model with effect of temperature for frozen soil
    Xu, Xiangtian
    Fan, Caixia
    Zhang, Tianyu
    ADVANCED CONSTRUCTION TECHNOLOGIES, 2014, 919-921 : 627 - 631
  • [34] An extended hypoplastic constitutive model for frozen sand
    Xu, Guofang
    Wu, Wei
    Qi, Jilin
    SOILS AND FOUNDATIONS, 2016, 56 (04) : 704 - 711
  • [35] ELASTOPLASTIC CONSTITUTIVE MODEL AND MECHANICAL BEHAVIOR OF UNSATURATED LOESS
    Cheng, Xuansheng
    Qi, Guanjie
    Zhou, Xinhai
    Zhang, Shanglong
    COMPOSITES-MECHANICS COMPUTATIONS APPLICATIONS, 2024, 15 (03): : 45 - 68
  • [36] A constitutive model for collapsible loess material: II application
    Li, Huan
    Jia, Jingchao
    Zhang, Panhui
    Yang, Guobin
    Su, Shejiao
    ADVANCED RESEARCH ON ARCHITECTONICS AND MATERIALS, 2012, 511 : 122 - +
  • [37] A structural constitutive model for loess under the wetting condition
    Luo Ai-zhong
    Shao Sheng-jun
    Chen Chang-lu
    Fang Juan
    ROCK AND SOIL MECHANICS, 2015, 36 (08) : 2209 - +
  • [38] A nonlinear damage constitutive model of unsaturated undisturbed loess
    Wang Zhao-yang
    Xu Qiang
    Ni Wan-kui
    Liu Hai-song
    ROCK AND SOIL MECHANICS, 2010, 31 (04) : 1108 - 1111
  • [39] ELASTOPLASTIC CONSTITUTIVE MODEL AND MECHANICAL BEHAVIOR OF UNSATURATED LOESS
    Cheng X.
    Qi G.
    Zhou X.
    Zhang S.
    Composites: Mechanics, Computations, Applications, 2024, : 45 - 68
  • [40] An elastoplastic constitutive model for unsaturated loess with internal structure
    Weng, Xiaolin
    Hou, Lele
    Hu, Jibo
    Zhou, Rongming
    ACTA GEOTECHNICA, 2024, 19 (06) : 3603 - 3619
12345