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Volume 42 Issue 3
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LIU Meng-cheng, MENG Feng, WANG Yang-yang. Evolution of particle crushing of coarse-grained materials in large-scale triaxial tests[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(3): 561-567. DOI: 10.11779/CJGE202003018
Citation: LIU Meng-cheng, MENG Feng, WANG Yang-yang. Evolution of particle crushing of coarse-grained materials in large-scale triaxial tests[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(3): 561-567. DOI: 10.11779/CJGE202003018
shu

Evolution of particle crushing of coarse-grained materials in large-scale triaxial tests

  • 1.

    College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310023, China

  • 2.

    Zhejiang Scientific Research Institute of Transport, Hangzhou 311305, China

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  • Received Date: March 27, 2019
  • Available Online: December 07, 2022
    Graphical Abstract
    • Abstract
  • By analyzing the progressive evolution of particle crushing of crushable soils, four basic properties of particle crushing are presented, and three characteristic states are also given over long-term or repeated loading. Two breakage indexes, namely the global and or breakage index, are defined for the crushable soils to distinguish temporary stop from perpetual termination of particle crushing, and a mathematical relationship is put forward between the revised relative breakage and the grading index. A series of consolidated drained large-scale triaxial tests are conducted for the coarse-grained materials (CGMs). The evolution of particle grading and breakage is analyzed, and some mathematical formulations are presented for various breakage indexes, which exhibits a entire rule of particle crushing of CGMs under the monotonic loads: (1) The global breakage has a negative exponential increase with the non-moralized deviatoric stress and the mean principal stress upon shearing. (2) At the end of consolidation or in the critical state, it increases merely with the non-moralized mean principal stress which meets the above-mentioned negative exponential function. (3) The local breakage varies with the stress level in a way of hyperbolic function and approaches 1 in the critical state.
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    • References (20)
  • [1]
    日本土质工学会(日). 堆石料的现场压实[M]. 郭熙灵,等译.北京: 中国水利水电出版社, 1999.

    Association of Geotechnique of Japan. In-Situ Compaction of Coarse- Grained Materials[M]. GUO Xi-ling, et al trans. Beijing: China Water Power Press, 1999. (in Chinese)
    [2]
    SEBASTINA L G. Evaluation of Crushing in Granular Materials Using the Discrete Element Method and Fractal Theory[D]. Pittsburgh: University of Pittsburgh, 2006.
    [3]
    MARSAL R J. Large scale testing of rockfill materials[J]. Journal of the Soil Mechanics and Foundations Division, ASCE, 1967, 93(2): 27-43. doi: 10.1061/JSFEAQ.0000958
    [4]
    HARDIN B O. Crushing of soil particles[J]. Journal of Geotechnical Engineering, ASCE, 1985, 111(10): 1177-1192. doi: 10.1061/(ASCE)0733-9410(1985)111:10(1177)
    [5]
    LADE P V, YAMAMURO J A, BOPP P A. Significance of particle crushing in granular materials[J]. Journal of Geotechnical Engineering, ASCE, 1996, 122(4): 309-316. doi: 10.1061/(ASCE)0733-9410(1996)122:4(309)
    [6]
    MUIR W D, MAEDA K. Changing grading of soil: effect on critical state[J]. Acta Geotechnica, 2008, 3(1): 3-14. doi: 10.1007/s11440-007-0041-0
    [7]
    XIAO Y, LIU H L. Elastoplastic constitutive model for rockfill materials considering particle breakage[J]. International Journal of Geomechanics, ASCE, 2017, 17(1): 1-13.
    [8]
    EINAV I. Breakage mechanics-part I: theory[J]. Journal of the Mechanics and Physics of Solids, 2007, 55(6): 1274-1297. doi: 10.1016/j.jmps.2006.11.003
    [9]
    MCDOWELLL G R, BOLTON M D. On the micromechanics of crushable aggregates[J]. Géotechnique, 1998, 48(5): 667-679. doi: 10.1680/geot.1998.48.5.667
    [10]
    尹振宇, 许强, 胡伟. 考虑颗粒破碎效应的粒状材料本构研究：进展及发展[J]. 岩土工程学报, 2012, 34(12): 2170-2180. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201212006.htm

    YIN Zhen-yu, XU Qiang, HU Wei. Constitutive relations for granular materials considering particle crushing: review and development[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(12): 2170-2180. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201212006.htm
    [11]
    KIKUMOTO M, MUIR WOOD D, RUSSELL A. Particle crushing and deformation behavior[J]. Soils and Foundations, 2010, 50(4): 547-563. doi: 10.3208/sandf.50.547
    [12]
    KAN E M, TAIEBAT H A. A bounding surface plasticity model for highly crushable[J]. Soils and Foundations, 2014, 54(6): 1188-1201. doi: 10.1016/j.sandf.2014.11.012
    [13]
    LIU H B, ZOU D G. Associated generalized plasticity framework for modeling gravelly soils considering particle breakage[J]. Journal of Engineering Mechanics, ASCE, 2013, 139(5): 606-615. doi: 10.1061/(ASCE)EM.1943-7889.0000513
    [14]
    LIU M C, ZHANG Y, ZHU H Z. 3D elastoplastic model for crushable soils with explicit formulation of particle crushing[J]. Journal of Engineering Mechanics, ASCE, 2017, 143(12): 1-18.
    [15]
    LIU M C, GAO Y F, LIU H L. An elastoplastic constitutive model for rockfills incorporating energy dissipation of nonlinear friction and particle breakage[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2014, 38(9): 935-960. doi: 10.1002/nag.2243
    [16]
    刘萌成, 高玉峰, 刘汉龙. 模拟堆石料颗粒破碎对强度变形的影响[J]. 岩土工程学报, 2011, 33(11): 1691-1699. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201111010.htm

    LIU Meng-cheng, GAO Yu-feng, LIU Han-long. Effect of particle breakage on strength and deformation of modeled rockfills[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(11): 1691-1699. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201111010.htm
    [17]
    TURCOTTE D L. Fractals and fragmentation[J]. Journal of Geophysical Research, 1986, 91(B2): 1921-1926. doi: 10.1029/JB091iB02p01921
    [18]
    SAMMIS C G, KING G, BIEGEL R. The kinematics of gouge deformations[J]. Pure Applied Geophysics, 1987, 125(5): 777-812.
    [19]
    刘萌成, 高玉峰, 刘汉龙. 应力路径条件下堆石料剪切特性大型三轴试验研究[J]. 岩石力学与工程学报, 2008, 27(1): 176-186. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200801025.htm

    LIU Meng-cheng, GAO Yu-feng, LIU Han-long. Study on shear behaviors of rockfill in large-scale triaxial tests under different stress paths[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(1): 176-186. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200801025.htm
    [20]
    JIA Y F, XU B, CHI S C, et al. Research on the particle breakage of rockfill materials during triaxial tests[J]. International Journal of Geomechanics, ASCE, 2017, 17(10): 1-11.
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