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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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