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Creep characteristics of silty mudstone and nonlinear viscoelastic-plasticity constitutive model
Civil Engineering | 更新时间：2024-05-22

    • Creep characteristics of silty mudstone and nonlinear viscoelastic-plasticity constitutive model

    • “In the field of slope and tunnel engineering, experts used the DZSZ-150 multi field coupled rock triaxial pressure testing machine to conduct creep tests on silty mudstone, established a nonlinear viscoelastic plastic constitutive model, and successfully described the deformation law of the entire creep failure process of silty mudstone, providing a solution for engineering stability analysis.”
    • Journal of Civil and Environmental Engineering   Vol. 46, Issue 3, Pages: 1-8(2024)

    • DOI：10.11835/j.issn.2096-6717.2022.028    

      CLC： TU411.6

    • Received：01 December 2021，

      Published：25 June 2024

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  • FU Hongyuan,QI Shuangxing,SHI Zhenning,et al.Creep characteristics of silty mudstone and nonlinear viscoelastic-plasticity constitutive model[J].Journal of Civil and Environmental Engineering,2024,46(03):1-8. DOI： 10.11835/j.issn.2096-6717.2022.028.

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