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首页|期刊导航|岩石力学通报(英文)|A logistic-based constitutive model for rocks under uniaxial compression considering the initial damage recovery characteristics

A logistic-based constitutive model for rocks under uniaxial compression considering the initial damage recovery characteristics

Yunpeng Guo Dongqiao Liu Jieyu Li Jian Liu Xiao Tong

岩石力学通报(英文)2025,Vol.4Issue(4):97-108,12.
岩石力学通报(英文)2025,Vol.4Issue(4):97-108,12.DOI:10.1016/j.rockmb.2025.100216

A logistic-based constitutive model for rocks under uniaxial compression considering the initial damage recovery characteristics

A logistic-based constitutive model for rocks under uniaxial compression considering the initial damage recovery characteristics

Yunpeng Guo 1Dongqiao Liu 1Jieyu Li 2Jian Liu 3Xiao Tong4

作者信息

  • 1. State Key Laboratory for Tunnel Engineering,China University of Mining and Technology(Beijing),Beijing,100083,China||School of Mechanics and Civil Engineering,China University of Mining and Technology(Beijing),Beijing,100083,China
  • 2. State Key Laboratory for Tunnel Engineering,China University of Mining and Technology(Beijing),Beijing,100083,China||School of Mechanics and Civil Engineering,China University of Mining and Technology(Beijing),Beijing,100083,China||College of Energy Engineering,Xi'an University of Science and Technology,Xi'an,710054,China
  • 3. School of Geosciences and Engineering,Hebei University of Engineering,Handan,056006,China
  • 4. School of Mechanics and Civil Engineering,China University of Mining and Technology(Beijing),Beijing,100083,China||School of Geosciences and Engineering,Hebei University of Engineering,Handan,056006,China
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摘要

关键词

Compaction/Initial damage/Logistic model/Damage evolution/Constitutive model

Key words

Compaction/Initial damage/Logistic model/Damage evolution/Constitutive model

引用本文复制引用

Yunpeng Guo,Dongqiao Liu,Jieyu Li,Jian Liu,Xiao Tong..A logistic-based constitutive model for rocks under uniaxial compression considering the initial damage recovery characteristics[J].岩石力学通报(英文),2025,4(4):97-108,12.

基金项目

This work was supported by the National Natural Science Foundation of China(Grant No.52074299,41941018),the Fundamental Research Funds for the Central Universities(Grant No.2023JCCXSB02),and the Fundamental Research Funds for the Central Universities(Ph.D.Top Innovative Talents Fund of CUMTB)(Grant No.BBJ2024083). (Grant No.52074299,41941018)

岩石力学通报(英文)

2773-2304

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