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Chen Jie, Wang Yanqiang, Le Ping, Dong Qinuan, Cao Yajun, Wang Wei. Analytical study on the crack limitation theory of permeable lining of diversion tunnels under high internal pressure[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(4): 567-575. doi: 10.20265/j.cnki.issn.1007-2993.2024-0317
Citation: Chen Jie, Wang Yanqiang, Le Ping, Dong Qinuan, Cao Yajun, Wang Wei. Analytical study on the crack limitation theory of permeable lining of diversion tunnels under high internal pressure[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(4): 567-575. doi: 10.20265/j.cnki.issn.1007-2993.2024-0317
shu

Analytical study on the crack limitation theory of permeable lining of diversion tunnels under high internal pressure

doi: 10.20265/j.cnki.issn.1007-2993.2024-0317
  • 1.

    Shandong Electric Power Engineering Consulting Institute Co., Ltd., Jinan 250014, Shandong, China

  • 2.

    Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, Jiangsu, China

  • 3.

    Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, Jiangsu, China

  • Received Date: 2024-07-11
  • Accepted Date: 2024-10-29
  • Rev Recd Date: 2024-10-23
  • Publish Date: 2025-08-08
    Abstract
  • Based on the theory of permeable lining, the design steps of permeable lining were determined, and the calculation formula for solving different crack widths of pressure tunnel lining concrete was given. The reinforcement scheme was obtained by combining with the actual project using the crack width calculation formula in the Chinese and U.S. codes. The results show that: (1) the reinforcing area obtained through the Chinese code is larger than the American code, and the stress of the reinforcement is smaller. (2) The major influencing factors affecting the width of concrete cracks are internal water pressure, reinforcement area, permeability coefficient and the thickness of the lining, which can be adjusted to control the cracking of the concrete by these different influencing factors.

     

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