Volume 36 Issue 4
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Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 2022  >  36(4): 267-270
Zhao Jiangtao. Stress Analysis of Contact Surface Between Tunnel Structure and Soil in Yellow Clay Area[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2022, 36(4): 267-270. doi: 10.3969/j.issn.1007-2993.2022.04.002
Citation: Zhao Jiangtao. Stress Analysis of Contact Surface Between Tunnel Structure and Soil in Yellow Clay Area[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2022, 36(4): 267-270. doi: 10.3969/j.issn.1007-2993.2022.04.002
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Stress Analysis of Contact Surface Between Tunnel Structure and Soil in Yellow Clay Area

doi: 10.3969/j.issn.1007-2993.2022.04.002

  • Zhengzhou Road and Bridge Construction Investment Group, Zhengzhou 450000, Henan, China

  • Received Date: 2021-03-10
    Available Online: 2022-08-08
  • Publish Date: 2022-08-08
    Abstract
  • In order to study the mechanical properties of the interface between tunnel support structure and surrounding rock in yellow clay area, the basic mechanical test and three-dimensional numerical simulation of the contact surface were carried out, and the development law of the stress and deformation of the contact surface was summarized and analyzed. On this basis, the damage mechanical constitutive model of the contact surface between tunnel support structure and surrounding rock soil in yellow clay area was proposed. The constitutive model is practical and can provide theoretical support for similar projects in yellow clay area.

     

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