A meso-damage-based constitutive model for yellow sandstone under dry–wet cycles

Zhe Qin , Runchang Zhang , Weizheng Mao , Jihuan Han , Zhiwen Li , Sunhao Zhang

Deep Underground Science and Engineering ›› 2024, Vol. 3 ›› Issue (4) : 497 -507.

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Deep Underground Science and Engineering ›› 2024, Vol. 3 ›› Issue (4) : 497 -507. DOI: 10.1002/dug2.12071
RESEARCH ARTICLE

A meso-damage-based constitutive model for yellow sandstone under dry–wet cycles

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Abstract

•The evolution of mesostructural characteristics of sandstone under dry–wet cycles is observed.

•The meso-damage deterioration mechanism of sandstone under dry–wet cycles is analyzed.

•The damage changes in the whole process of rock deformation and failure are obtained.

•The rock damage intrinsic model under the coupling of dry–wet cycles and load is proposed.

Keywords

constitutive model / damage coupling / dry–wet cycles / particle flow code / rock mechanics

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Zhe Qin, Runchang Zhang, Weizheng Mao, Jihuan Han, Zhiwen Li, Sunhao Zhang. A meso-damage-based constitutive model for yellow sandstone under dry–wet cycles. Deep Underground Science and Engineering, 2024, 3(4): 497-507 DOI:10.1002/dug2.12071

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2024 The Authors. Deep Underground Science and Engineering published by John Wiley & Sons Australia, Ltd on behalf of China University of Mining and Technology.

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