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    New Method for Characterizing the Shear Damage of Natural Rock Joint Based on 3D Engraving and 3D Scanning

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 002
    Author:
    Quan Jiang
    ,
    Bing Yang
    ,
    Fei Yan
    ,
    Chang Liu
    ,
    Yingen Shi
    ,
    Lifu Li
    DOI: 10.1061/(ASCE)GM.1943-5622.0001575
    Publisher: ASCE
    Abstract: A lack of joint specimens with the same natural surface morphology has limited detailed experimental study of the shearing performances of joints. In this technical note, we propose a way to batch-produce rock joints with the same natural surfaces by way of three-dimensional (3D) optical scanning of original rock joint specimens to gain their digitally natural geometry and then 3D rigid engraving. We also present a method for characterizing the shear damage of a natural rock joint. Manufacturing practice for sandstone, marble, and granite joints demonstrates its advantages in reliable precision for joint surface geometry and high efficiency for joint fabrication. At the same time, direct shear tests for the manufactured rock joint specimens indicate that the engraved rock joint can provide stable experimental results. Further analysis of microwearing damage to engraved natural rock joints after shear tests show that the wearing damage to natural rock joints under direct shear testing mainly happens at some local zones with high positive dip angles. These production examinations and experimental certifications indicate that our method can overcome the “bottleneck” difficulty in insufficient joint specimens with the same natural surface morphologies for experimental study, and provide a new way to quantitatively assess a joint’s shear damage.
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      New Method for Characterizing the Shear Damage of Natural Rock Joint Based on 3D Engraving and 3D Scanning

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4268682
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    contributor authorQuan Jiang
    contributor authorBing Yang
    contributor authorFei Yan
    contributor authorChang Liu
    contributor authorYingen Shi
    contributor authorLifu Li
    date accessioned2022-01-30T21:41:49Z
    date available2022-01-30T21:41:49Z
    date issued2/1/2020 12:00:00 AM
    identifier other%28ASCE%29GM.1943-5622.0001575.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268682
    description abstractA lack of joint specimens with the same natural surface morphology has limited detailed experimental study of the shearing performances of joints. In this technical note, we propose a way to batch-produce rock joints with the same natural surfaces by way of three-dimensional (3D) optical scanning of original rock joint specimens to gain their digitally natural geometry and then 3D rigid engraving. We also present a method for characterizing the shear damage of a natural rock joint. Manufacturing practice for sandstone, marble, and granite joints demonstrates its advantages in reliable precision for joint surface geometry and high efficiency for joint fabrication. At the same time, direct shear tests for the manufactured rock joint specimens indicate that the engraved rock joint can provide stable experimental results. Further analysis of microwearing damage to engraved natural rock joints after shear tests show that the wearing damage to natural rock joints under direct shear testing mainly happens at some local zones with high positive dip angles. These production examinations and experimental certifications indicate that our method can overcome the “bottleneck” difficulty in insufficient joint specimens with the same natural surface morphologies for experimental study, and provide a new way to quantitatively assess a joint’s shear damage.
    publisherASCE
    titleNew Method for Characterizing the Shear Damage of Natural Rock Joint Based on 3D Engraving and 3D Scanning
    typeJournal Paper
    journal volume20
    journal issue2
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001575
    page15
    treeInternational Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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