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Volume 44 Issue S2
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ZHANG Chen, WANG Yi, HAN Xiao-feng, JIN Long. Numerical simulation of frost-heave process in lining canals considering contact behaviors of damage effects[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 188-193. DOI: 10.11779/CJGE2022S2041
Citation: ZHANG Chen, WANG Yi, HAN Xiao-feng, JIN Long. Numerical simulation of frost-heave process in lining canals considering contact behaviors of damage effects[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 188-193. DOI: 10.11779/CJGE2022S2041
shu

Numerical simulation of frost-heave process in lining canals considering contact behaviors of damage effects

  • 1.

    Geotechnical Engineering Department, Nanjing Hydraulic Research Institute, Nanjing 210024, China

  • 2.

    Nanjing Hydraulic Research Institute, Nanjing 210029, China

  • 3.

    Xinjiang Institute of Water Resources and Hydropower Research, 830000, China

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  • Received Date: December 07, 2022
  • Available Online: March 26, 2023
    Graphical Abstract
    • Abstract
  • The lining canals in cold regions are vulnerable to frost injury, and its failure mode is related to the structure and interaction between the linings and the ground soils. In order to simulate that interaction, the method of "cold expansion and heat contraction" is used to reflect the normal freezing stress. Based on this, the setting method for simulating the parameters is given. The numerical results show that a sliding deformation and failure criterion between the lining slabs and the frozen soils can be reflected by setting the viscous behaviors of contact surface. Based on the above studies, the frost-heave characteristics of monolithic and fabricated lining canals are discussed.
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    • References (14)
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