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Volume 43 Issue 12
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GUO Nan, CHEN Zheng-han, YANG Xiao-hui, GUO Jian-feng. Incremental nonlinear constitutive model and parameter variation of transversely isotropic unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(12): 2283-2290. DOI: 10.11779/CJGE202112015
Citation: GUO Nan, CHEN Zheng-han, YANG Xiao-hui, GUO Jian-feng. Incremental nonlinear constitutive model and parameter variation of transversely isotropic unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(12): 2283-2290. DOI: 10.11779/CJGE202112015
shu

Incremental nonlinear constitutive model and parameter variation of transversely isotropic unsaturated soils

  • 1.

    School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China

  • 2.

    Department of Military Installation, Army Service University, Chongqing 401311, China

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  • Received Date: December 15, 2020
  • Available Online: November 30, 2022
    Graphical Abstract
    • Abstract
  • In order to establish the constitutive model that can simultaneously reflect the unsaturated state, transverse isotropy and nonlinearity of soils, the mechanical properties and constitutive models of unsaturated transverse isotropic soils are systematically studied. First, an incremental nonlinear transverse isotropic constitutive model for unsaturated soils is established based on the theories of unsaturated soil mechanics and elasticoplasticity. Next, the triaxial tests on unsaturated soils with various stress paths are carried out, revealing the deformation strength characteristics and water volume variation characteristics of unsaturated transverse isotropic soils. Again, the variation laws of model parameters with stress state are analyzed, and the corresponding mathematical expressions are put forward. Finally, the variation laws of model parameters with stress state are analyzed, and the corresponding mathematical expressions are put forward. The research results can provide scientific basis and theoretical support for the design of natural layered foundations and large-area filling projects. The research enriches and develops the constitutive model theories of unsaturated soils.
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    • References (10)
  • [1]
    LADE P V, RODRIGUEZ N M, VAN DYCK E J. Effects of principal stress directions on 3D failure conditions in cross-anisotropic sand[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2014, 140(2): 1-12.
    [2]
    李广信. 高等土力学[M]. 北京: 清华大学出版社, 2004.

    LI Guang-xin. Advanced Soil Mechanics[M]. Beijing: Tsinghua University Press, 2004. (in Chinese)
    [3]
    郭楠, 陈正汉, 杨校辉, 等. 各向同性土与横观各向同性土的力学特性和持水特性[J]. 西南交通大学学报, 2019, 54(6): 1235-1243. https://www.cnki.com.cn/Article/CJFDTOTAL-XNJT201906015.htm

    GUO Nan, CHEN Zheng-han, YANG Xiao-hui, et al. Mechanical properties and water holding characteristics of initially isotropic soils and transversely isotropic soils[J]. Journal of Southwest Jiaotong University, 2019, 54(6): 1235-1243. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XNJT201906015.htm
    [4]
    郭楠, 陈正汉, 郭剑锋, 等. K0预固结对非饱和重塑黄土强度与变形特性影响的研究[J]. 岩土工程学报, 2018, 40(增刊1): 100-106. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2018S1017.htm

    GUO Nan, CHEN Zheng-han, GUO Jian-feng, et al. Deformation and strength properties of unsaturated remolded loess under K0 pre-consolidation condition[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 100-106. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2018S1017.htm
    [5]
    陈天宇, 冯夏庭, 张希巍, 等. 黑色页岩力学特性及各向异性特性试验研究[J]. 岩石力学与工程学报, 2014, 33(9): 1772-1779. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201409007.htm

    CHEN Tian-yu, FENG Xia-ting, ZHANG Xi-wei, et al. Experimental study on mechanical and anisotropic properties of black shale[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(9): 1772-1779. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201409007.htm
    [6]
    GAO Z W, ZHAO J D, YAO Y P. A generalized anisotropic failure criterion for geomaterials[J]. International Journal of Solids and Structures, 2010, 47(22/23): 3166-3185.
    [7]
    LU D C, LIANG J Y, DU X L, et al. A novel transversely isotropic strength criterion for soils based on a mobilised plane approach[J]. Géotechnique, 2019, 69(3): 234-250. doi: 10.1680/jgeot.17.P.191
    [8]
    LADE P, ABELEV A. Characterization of cross-anisotropic soil deposits from isotropic compression tests[J]. Soils and Foundations, 2005, 45(5): 89-102.
    [9]
    路德春, 韩佳月, 梁靖宇, 等. 横观各向同性黏土的非正交弹塑性本构模型[J]. 岩石力学与工程学报, 2020, 39(4): 793-803. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX202004013.htm

    LU De-chun, HAN Jia-yue, LIANG Jing-yu, et al. Non-orthogonal elastoplastic constitutive model of transversely isotropic clay[J]. Chinese Journal of Rock Mechanics and Engineering, 2020, 39(4): 793-803. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX202004013.htm
    [10]
    许萍, 邵生俊, 张帅. 黄土(Q3)横观各向同性强度准则研究[J]. 岩土工程学报, 2018, 40(1): 116-121. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201801014.htm

    XU Ping, SHAO Sheng-jun, ZHANG Shuai. Strength criterion of cross-anisotropic Q3 loess[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(1): 116-121. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201801014.htm
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