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Study on the Mechanical Properties of Fiber-Reinforced Concrete Linings for Deep Hydraulic Tunnels
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Zhiyun Deng1, 2, 3, Peng Lin2, 3, Hao Zhou4, Yong Xia5, 6, Libing Du7
Chinese Journal of Underground Space and Engineering | 2026, 22(2) : 592 - 602
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Chinese Journal of Underground Space and Engineering | 2026, 22(2): 592-602
Study on the Mechanical Properties of Fiber-Reinforced Concrete Linings for Deep Hydraulic Tunnels
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Zhiyun Deng1, 2, 3, Peng Lin2, 3, Hao Zhou4, Yong Xia5, 6, Libing Du7
Affiliations
  • 1.School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, P. R. China
  • 2.Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, P. R. China
  • 3.Sichuan Energy Internet Research Institute, Tsinghua University, Chengdu 610213, P. R. China
  • 4.Tianjin Huaneng Yangliuqing Co-Generation Limited Liability Company, Tianjin 300380, P. R. China
  • 5.PowerChina Chengdu Engineering Corporation Limited, Chengdu 610072, P. R. China
  • 6.Technological Innovation Center of Hydropower, Wind, Solar and Energy Storage of Tibet Autonomous Region, Chengdu 610072, P. R. China
  • 7.School of Geoscience and Technology, Southwest Petroleum University, Chengdu 610500, P. R. China
Published: 2026-04-20 doi: 10.20174/j.JUSE.2026.02.21
Outline
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To address the challenge of structural deterioration caused by frequent cracking in the lining structures of deep-buried hydraulic tunnels in high-altitude areas, the enhancement of concrete's mechanical properties is investigated through the addition of fibers and determines the optimal fiber content for practical engineering application. Firstly, tests on the tensile, compressive, and flexural mechanical properties of basalt fiber-reinforced concrete (BFRC) with varying fiber contents were conducted, the variation patterns of concrete's tensile, compressive, and flexural mechanical properties under different volumetric fiber contents were obtained. Subsequently, a mesoscopic numerical model of fiber-reinforced concrete that truly reflects the microstructural factors such as aggregate shape, gradation, aspect ratio, fiber distribution, and initial defects was established. By comparing the mesoscopic numerical model with indoor axial tension test results, the mechanism of fiber reinforcement on the tensile strength of concrete was revealed. Finally, the optimal fiber content was analyzed. The results indicate that: Compared to the plain concrete, a fiber volume content of 0.2% is optimal, with the axial tensile strength, split tensile strength, and flexural strength of BFRC increased by 12.81%, 14.79%, and 21.26%, respectively. The error between the tensile strength of the fiber concrete predicted by the established mesoscopic numerical model and the indoor test results for plain (fiber) concrete is 4.24% (5.26%), and the model can accurately reflect the failure development process and macroscopic mechanical behavior of fiber-reinforced concrete specimens. The findings of this study can provide a reference for the design and application of basalt fiber-reinforced concrete structures.

hydraulic tunnels  /  fiber-reinforced concrete  /  mechanical property  /  laboratory test  /  numerical simulation
Zhiyun Deng, Peng Lin, Hao Zhou, Yong Xia, Libing Du. Study on the Mechanical Properties of Fiber-Reinforced Concrete Linings for Deep Hydraulic Tunnels[J]. Chinese Journal of Underground Space and Engineering, 2026 , 22 (2) : 592 -602 . DOI: 10.20174/j.JUSE.2026.02.21
Year 2026 volume 22 Issue 2
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Article Info
doi: 10.20174/j.JUSE.2026.02.21
  • Receive Date:2025-06-03
  • Online Date:2026-06-17
  • Published:2026-04-20
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  • Received:2025-06-03
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Affiliations
    1.School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, P. R. China
    2.Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, P. R. China
    3.Sichuan Energy Internet Research Institute, Tsinghua University, Chengdu 610213, P. R. China
    4.Tianjin Huaneng Yangliuqing Co-Generation Limited Liability Company, Tianjin 300380, P. R. China
    5.PowerChina Chengdu Engineering Corporation Limited, Chengdu 610072, P. R. China
    6.Technological Innovation Center of Hydropower, Wind, Solar and Energy Storage of Tibet Autonomous Region, Chengdu 610072, P. R. China
    7.School of Geoscience and Technology, Southwest Petroleum University, Chengdu 610500, P. R. China
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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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