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Performance assessment of diseased tunnels based on FRP-PCM reinforcement
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Zhenyu XU1, 2, Xuepeng ZHANG**, 1, 2, Ningbo LI3, Yujing JIANG1, 4, Hongbin CHEN4, Linsheng LIU5
China Safety Science Journal | 2025, 35(5) : 186 - 194
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China Safety Science Journal | 2025, 35(5): 186-194
Safety engineering technology
Performance assessment of diseased tunnels based on FRP-PCM reinforcement
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Zhenyu XU1, 2, Xuepeng ZHANG**, 1, 2, Ningbo LI3, Yujing JIANG1, 4, Hongbin CHEN4, Linsheng LIU5
Affiliations
  • 1State Key Laboratory of Disaster Prevention and Ecology Protection in Open-pit Coal Mines, Shandong University of Science and Technology, Qingdao Shandong, 266590, China
  • 2College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao Shandong, 266590, China
  • 3General Institute of Water Resources and Hydropower Planning and Design, Ministry of Water Resources, Beijing 100120, China
  • 4School of Engineering, Nagasaki University, Nagasaki 8528521, Japan
  • 5Qingdao Metro Group Co., Ltd., Qingdao Shandong 266555, China
Published: 2025-05-28 doi: 10.16265/j.cnki.issn1003-3033.2025.05.1523
Outline
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In order to enhance the safety and operational maintenance capabilities of tunnels, a quantitative evaluation framework and design methodology for FRP-PCM composite reinforcement in diseased tunnels was established through cross-sectional ultimate bearing capacity analysis. Numerical tests were conducted using the finite difference method to analyze the stability of FRP-PCM-reinforced diseased tunnels. Tunnel safety assessment was performed based on the sectional ultimate bearing capacity curve, commonly referred to as the M-N curve. A safety factor α of the M-N curve was proposed to enable a quantitative evaluation of the reinforcement effect. Based on this framework, a design and selection scheme for FRP was established, incorporating tunnel design specifications. The analysis reveals that when cavities exist at the crown of the tunnel, both the crown and shoulders exhibit higher risk levels according to the M-N curve. Furthermore, under conditions of poorer surrounding rock quality, greater lining concrete deterioration, and increased loosening pressure height, the reinforcing effect of the FRP-PCM method becomes more significant. For cases with an 80% degradation degree, Class V surrounding rock, and a loosened pressure height of 2D, the application of different types of FRP reinforcement reduces the safety factor of the M-N curve by 23%-32%, thereby significantly improving the structural safety of the lining. By leveraging the M-N curve's safety coefficient, an appropriate FRP type can be selected for defective lining reinforcement based on factors such as rock quality, loose pressure height, and lining conditions.

diseased tunnel  /  fiber-reinforced polymer cement mortar (FRP-PCM)  /  reinforcement  /  M-N curve  /  lining diseases
Zhenyu XU, Xuepeng ZHANG, Ningbo LI, Yujing JIANG, Hongbin CHEN, Linsheng LIU. Performance assessment of diseased tunnels based on FRP-PCM reinforcement[J]. China Safety Science Journal, 2025 , 35 (5) : 186 -194 . DOI: 10.16265/j.cnki.issn1003-3033.2025.05.1523
Year 2025 volume 35 Issue 5
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Article Info
doi: 10.16265/j.cnki.issn1003-3033.2025.05.1523
  • Receive Date:2025-01-15
  • Online Date:2026-07-08
  • Published:2025-05-28
Article Data
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History
  • Received:2025-01-15
  • Revised:2025-03-18
Funding
Affiliations
    1State Key Laboratory of Disaster Prevention and Ecology Protection in Open-pit Coal Mines, Shandong University of Science and Technology, Qingdao Shandong, 266590, China
    2College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao Shandong, 266590, China
    3General Institute of Water Resources and Hydropower Planning and Design, Ministry of Water Resources, Beijing 100120, China
    4School of Engineering, Nagasaki University, Nagasaki 8528521, Japan
    5Qingdao Metro Group Co., Ltd., Qingdao Shandong 266555, China
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https://castjournals.cast.org.cn/joweb/zgaqkxxb/EN/10.16265/j.cnki.issn1003-3033.2025.05.1523
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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