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    A Novel Energy-Based Method to Evaluate Layered Rock Brittleness

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 001::page 04022249-1
    Author:
    Caiyin Zhong
    ,
    Lizhou Wu
    ,
    Shaohong Li
    ,
    J. T. Zhou
    ,
    Z. Q. Li
    DOI: 10.1061/(ASCE)GM.1943-5622.0002604
    Publisher: American Society of Civil Engineers
    Abstract: Rock brittleness plays an important role in rock engineering, thus it is practically valuable to assess rock brittleness accurately. Many brittleness indices have been developed, but few methods are developed for layered rocks. Based on energy evolution, the authors propose a new index for assessing brittleness of layered rocks. The new index indicates that high rock brittleness means elastic energy accumulated effectively before peak and dissipated abruptly after peak. For the sake of verifying the proposed method, a series of compression tests were performed. The results demonstrate that rock brittleness decreases gradually with increasing confining pressure. As orientation angle increases, rock brittleness weakens and then strengthens overall. The brittleness of the specimen with an orientation angle of 0° is slightly higher than that with an orientation angle of 90°. The new index was compared with three existing brittleness indices, and the results indicate that the proposed method can evaluate brittleness of layered rock effectively.
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      A Novel Energy-Based Method to Evaluate Layered Rock Brittleness

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4292878
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    • International Journal of Geomechanics

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    contributor authorCaiyin Zhong
    contributor authorLizhou Wu
    contributor authorShaohong Li
    contributor authorJ. T. Zhou
    contributor authorZ. Q. Li
    date accessioned2023-08-16T19:10:32Z
    date available2023-08-16T19:10:32Z
    date issued2023/01/01
    identifier other(ASCE)GM.1943-5622.0002604.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292878
    description abstractRock brittleness plays an important role in rock engineering, thus it is practically valuable to assess rock brittleness accurately. Many brittleness indices have been developed, but few methods are developed for layered rocks. Based on energy evolution, the authors propose a new index for assessing brittleness of layered rocks. The new index indicates that high rock brittleness means elastic energy accumulated effectively before peak and dissipated abruptly after peak. For the sake of verifying the proposed method, a series of compression tests were performed. The results demonstrate that rock brittleness decreases gradually with increasing confining pressure. As orientation angle increases, rock brittleness weakens and then strengthens overall. The brittleness of the specimen with an orientation angle of 0° is slightly higher than that with an orientation angle of 90°. The new index was compared with three existing brittleness indices, and the results indicate that the proposed method can evaluate brittleness of layered rock effectively.
    publisherAmerican Society of Civil Engineers
    titleA Novel Energy-Based Method to Evaluate Layered Rock Brittleness
    typeJournal Article
    journal volume23
    journal issue1
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0002604
    journal fristpage04022249-1
    journal lastpage04022249-12
    page12
    treeInternational Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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