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    Contact Algorithm for Determining Aperture Evolution of Rock Fracture during Shearing

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 003
    Author:
    Weimin Xiao
    ,
    Caichu Xia
    ,
    Wei Wang
    ,
    Shigui Du
    ,
    Ronggui Deng
    DOI: 10.1061/(ASCE)GM.1943-5622.0000581
    Publisher: American Society of Civil Engineers
    Abstract: A contact algorithm to determine the aperture evolution of a rock fracture during shearing is reported. The algorithm was based on a theoretical normal closure model and semianalytical dilation model and required only the three-dimensional topography data of the two fracture surfaces at the initial stage before shearing. It allowed the prediction of the aperture distribution of a fracture under normal stress and various shear displacements, which is difficult to observe in coupled shear-flow tests. To ensure the precision of the surface topography data, a laser-scanning profilometer system was used for surface topography measurement. The contact algorithm was then used to predict the aperture evolution of a marble fracture during shearing. The results of aperture variation under normal stress and shear displacement were analyzed and compared with an equivalent aperture derived from back-calculation of flow test results. The results indicated that the contact algorithm is efficient in predicting aperture evolution.
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      Contact Algorithm for Determining Aperture Evolution of Rock Fracture during Shearing

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4240198
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    contributor authorWeimin Xiao
    contributor authorCaichu Xia
    contributor authorWei Wang
    contributor authorShigui Du
    contributor authorRonggui Deng
    date accessioned2017-12-16T09:13:43Z
    date available2017-12-16T09:13:43Z
    date issued2016
    identifier other%28ASCE%29GM.1943-5622.0000581.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4240198
    description abstractA contact algorithm to determine the aperture evolution of a rock fracture during shearing is reported. The algorithm was based on a theoretical normal closure model and semianalytical dilation model and required only the three-dimensional topography data of the two fracture surfaces at the initial stage before shearing. It allowed the prediction of the aperture distribution of a fracture under normal stress and various shear displacements, which is difficult to observe in coupled shear-flow tests. To ensure the precision of the surface topography data, a laser-scanning profilometer system was used for surface topography measurement. The contact algorithm was then used to predict the aperture evolution of a marble fracture during shearing. The results of aperture variation under normal stress and shear displacement were analyzed and compared with an equivalent aperture derived from back-calculation of flow test results. The results indicated that the contact algorithm is efficient in predicting aperture evolution.
    publisherAmerican Society of Civil Engineers
    titleContact Algorithm for Determining Aperture Evolution of Rock Fracture during Shearing
    typeJournal Paper
    journal volume16
    journal issue3
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000581
    treeInternational Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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