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    Study on Probabilistic Damage Constitutive Relation of Rocks Based on Maximum-Entropy Theory

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 002
    Author:
    Bin Hu
    ,
    Peng-Zhi Pan
    ,
    Wei-Wei Ji
    ,
    Shuting Miao
    ,
    Decai Zhao
    ,
    Tianbo Yao
    DOI: 10.1061/(ASCE)GM.1943-5622.0001572
    Publisher: ASCE
    Abstract: The Weibull-distribution–based probabilistic damage model is widely used to represent the mesoscopic strength distribution of rock. However, it is unable to adequately describe the entire rock failure process. In this paper, based on the maximum entropy theory, a new probabilistic damage model is proposed to characterize the entire rock failure process. The reasonableness of this new model was verified against experimental data. The physical meaning of entropy, which is used to describe rock failure, was analyzed using the statistical method. It is demonstrated that when entropy is used to build the probabilistic damage model, an increase in the entropy corresponds to an increase in the rock damage, and the maximum entropy corresponds to the maximum probability of damage occurring. Thus, it is reasonable to use the maximum entropy to establish a probabilistic damage model. Finally, the effects of the constraint conditions on this maximum-entropy-based model are discussed.
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      Study on Probabilistic Damage Constitutive Relation of Rocks Based on Maximum-Entropy Theory

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4268681
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    • International Journal of Geomechanics

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    contributor authorBin Hu
    contributor authorPeng-Zhi Pan
    contributor authorWei-Wei Ji
    contributor authorShuting Miao
    contributor authorDecai Zhao
    contributor authorTianbo Yao
    date accessioned2022-01-30T21:41:46Z
    date available2022-01-30T21:41:46Z
    date issued2/1/2020 12:00:00 AM
    identifier other%28ASCE%29GM.1943-5622.0001572.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268681
    description abstractThe Weibull-distribution–based probabilistic damage model is widely used to represent the mesoscopic strength distribution of rock. However, it is unable to adequately describe the entire rock failure process. In this paper, based on the maximum entropy theory, a new probabilistic damage model is proposed to characterize the entire rock failure process. The reasonableness of this new model was verified against experimental data. The physical meaning of entropy, which is used to describe rock failure, was analyzed using the statistical method. It is demonstrated that when entropy is used to build the probabilistic damage model, an increase in the entropy corresponds to an increase in the rock damage, and the maximum entropy corresponds to the maximum probability of damage occurring. Thus, it is reasonable to use the maximum entropy to establish a probabilistic damage model. Finally, the effects of the constraint conditions on this maximum-entropy-based model are discussed.
    publisherASCE
    titleStudy on Probabilistic Damage Constitutive Relation of Rocks Based on Maximum-Entropy Theory
    typeJournal Paper
    journal volume20
    journal issue2
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001572
    page10
    treeInternational Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 002
    contenttypeFulltext
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