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Volume 58 Issue 5
Oct.  2023
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Journal of Southwest Jiaotong University  > 2023  >  58(5): 1045-1055.
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Citation: HOU Chao, JIN Xiaoguang, HE Jie, ZHANG Chi. Research on Damage Model of Rock Under Freeze-Thaw Cycles Based on Maximum Tensile Strain Criterion[J]. Journal of Southwest Jiaotong University, 2023, 58(5): 1045-1055. doi: 10.3969/j.issn.0258-2724.20210493
shu

Research on Damage Model of Rock Under Freeze-Thaw Cycles Based on Maximum Tensile Strain Criterion

doi: 10.3969/j.issn.0258-2724.20210493
  • 1.

    School of Civil Engineering, Chongqing University, Chongqing 400044, China

  • 2.

    Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Chongqing 400044, China

  • 3.

    State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing 400044, China

  • Received Date: 07 Jul 2021
  • Rev Recd Date: 07 Jan 2022
    • Available Online: 13 May 2023
  • Publish Date: 14 Jan 2022
    Abstract

  • In order to reflect the whole process of stress-strain of rock subjected to freeze thawing in the cold region under external force, this paper uses the theory of statistical damage mechanics and assumes that the strength of rock microelements obeys Weibull distribution. Then, according to the maximum tensile strain failure criterion, a damage model of rock subjected to freeze thawing in the cold region is established by considering the coupling effect of freeze thawing and load. The theoretical solution of the model parameters is deduced, and the damage model is verified by the test results and damage constitutive model of the predecessors. The evolution law of the total damage curve of the rock under different freeze-thaw cycles is discussed, and the model parameters are analyzed. Finally, the influence of the freeze-thaw cycle on the stability of tunnel engineering is calculated by the numerical simulation method. The results show that the model established in this paper can well reproduce the stress-strain curve of the rock and reflect the post-peak strength of the rock. The total damage evolution curve of the rock under different freeze-thaw cycles is S-shaped, and it can be divided into three stages: initial damage stage, accelerated stage, and complete damage stage. Weibull distribution parameters m and f0 represent the brittle and plastic characteristics of rock, respectively. Additionally, with the increase in freeze-thaw cycles, the vertical displacement and the maximum principal stress of the tunnel surrounding rock increase. Meanwhile, the maximum principal stress of tunnel lining also increases. However, the stress of the tunnel surrounding rock increases slightly. After 10 freeze-thaw cycles, the settlement of surrounding rock at the top of the tunnel arch and the uplift of surrounding rock at the bottom increase by 17.87% and 19.24%, respectively; the maximum tensile stress and compressive stress extremes of the tunnel surrounding rock increase by 2.70% and 2.01%, respectively, while those of the tunnel lining increase by 21.52% and 17.87%, respectively.

     

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