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    Study on the Anisotropic Shear Strength of Rough Joint via 3D Scanning, 3D Printing, and 3D Discrete-Element Modeling

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 006::page 04022058
    Author:
    Yaohui Du
    ,
    Han Bao
    ,
    Peijie Yin
    ,
    Changqing Liu
    ,
    Zhi He
    ,
    Xunhui Xu
    DOI: 10.1061/(ASCE)GM.1943-5622.0002374
    Publisher: ASCE
    Abstract: The anisotropic shear strength of rough joints is examined from both experiments and numerical simulations in this paper. The rough joints in the experiment are prepared by combining 3D laser scanning and 3D printing technology. The direct shear tests are conducted in eight shear directions under constant normal load condition (CNL) with the normal stress of 0.2, 0.5, and 1.0 MPa. The dramatic variation of shear strength in different shear directions is observed from experimental results. Meanwhile, the numerical simulation based on the three-dimensional discrete-element method (DEM) is conducted, in which, the method to generate the identical rough joint by connecting triangular walls is proposed. With the calibrated microparameters from the unconfined compression test and direct shear test, the anisotropic shear strength is also observed in the numerical simulation, which is consistent with the experimental result. Accordingly, the topography anisotropy of the rough surface is analyzed, and the statistical parameter, Z2θ, is found closely related to the anisotropic shear strength of rough joints. Based on this, the Barton model is modified to estimate the shear strength of artificial joints with an anisotropic effect involved.
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      Study on the Anisotropic Shear Strength of Rough Joint via 3D Scanning, 3D Printing, and 3D Discrete-Element Modeling

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4283510
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    contributor authorYaohui Du
    contributor authorHan Bao
    contributor authorPeijie Yin
    contributor authorChangqing Liu
    contributor authorZhi He
    contributor authorXunhui Xu
    date accessioned2022-05-07T21:15:41Z
    date available2022-05-07T21:15:41Z
    date issued2022-6-1
    identifier other(ASCE)GM.1943-5622.0002374.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4283510
    description abstractThe anisotropic shear strength of rough joints is examined from both experiments and numerical simulations in this paper. The rough joints in the experiment are prepared by combining 3D laser scanning and 3D printing technology. The direct shear tests are conducted in eight shear directions under constant normal load condition (CNL) with the normal stress of 0.2, 0.5, and 1.0 MPa. The dramatic variation of shear strength in different shear directions is observed from experimental results. Meanwhile, the numerical simulation based on the three-dimensional discrete-element method (DEM) is conducted, in which, the method to generate the identical rough joint by connecting triangular walls is proposed. With the calibrated microparameters from the unconfined compression test and direct shear test, the anisotropic shear strength is also observed in the numerical simulation, which is consistent with the experimental result. Accordingly, the topography anisotropy of the rough surface is analyzed, and the statistical parameter, Z2θ, is found closely related to the anisotropic shear strength of rough joints. Based on this, the Barton model is modified to estimate the shear strength of artificial joints with an anisotropic effect involved.
    publisherASCE
    titleStudy on the Anisotropic Shear Strength of Rough Joint via 3D Scanning, 3D Printing, and 3D Discrete-Element Modeling
    typeJournal Paper
    journal volume22
    journal issue6
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0002374
    journal fristpage04022058
    journal lastpage04022058-10
    page10
    treeInternational Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 006
    contenttypeFulltext
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