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Modelling and Numerical Analysis of the Dynamic Response of Soft Rock Tunnels
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Pu-jun CHEN1, Feng XIAO2, Xing-yuan WANG2, Yong-qiang YANG1, Su-qiang LI3, *, Wei GUO3
Science Technology and Engineering | 2025, 25(7) : 2914 - 2924
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Science Technology and Engineering | 2025, 25(7): 2914-2924
Papers·Architectural Science
Modelling and Numerical Analysis of the Dynamic Response of Soft Rock Tunnels
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Pu-jun CHEN1, Feng XIAO2, Xing-yuan WANG2, Yong-qiang YANG1, Su-qiang LI3, *, Wei GUO3
Affiliations
  • 1 Sichuan Traffic Construction Group Co., Ltd. Chengdu 610041, China
  • 2 Sichuan Lushi Expressway Co., Ltd., Ganzi 626100, China
  • 3 School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
Published: 2025-03-08 doi: 10.12404/j.issn.1671-1815.2402823
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To investigate the deformation characteristics of tunnels under impact and blast loads, A combination of model testing and numerical simulation was proposed to analyze the damage behavior and patterns under various dynamic loading conditions. The Hailuogou Tunnel was studied, and a combination of model testing and numerical simulation was utilized. Initially, an impact test was performed on the scaled-down physical tunnel model. Subsequently, numerical analysis of the tunnel model was conducted and verified. Then, a comparison was made between the tunnel deformation results of the scaled model and the prototype model under impact load. Finally, the effect of blasting load on the deformation of the prototype tunnel was analyzed. The results indicated that the proposed method accurately reflected the actual impact load’s effect on tunnel deformation. Additionally, the numerical analysis results of the scaled tunnel model closely matched the test results. Moreover, the deformation of the top of the prototype tunnel under the impact load was approximately 10 times greater than that of the scaled tunnel model, and it aligned well with the deformation caused by a blasting load equivalent to 500 kg of TNT. The impact load effectively simulated damage to the tunnel vault. Increasing the depth of cover and reducing the impact load represented effective measures to mitigate significant tunnel damage. The challenges of on-site testing during surface blasting are surmounted by this study’s findings. Additionally, a cost-effective, safe, and dependable testing approach is furnished for analyzing the destructive behaviors and modes of tunnels under various dynamic loads. Furthermore, technical support is offered for the safe and economical design of tunnels with optimized blasting loads.

tunnel engineering  /  soft rock tunnel  /  dynamic response  /  model test  /  numerical analysis
Pu-jun CHEN, Feng XIAO, Xing-yuan WANG, Yong-qiang YANG, Su-qiang LI, Wei GUO. Modelling and Numerical Analysis of the Dynamic Response of Soft Rock Tunnels[J]. Science Technology and Engineering, 2025 , 25 (7) : 2914 -2924 . DOI: 10.12404/j.issn.1671-1815.2402823
Year 2025 volume 25 Issue 7
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Article Info
doi: 10.12404/j.issn.1671-1815.2402823
  • Receive Date:2024-04-18
  • Online Date:2026-03-30
  • Published:2025-03-08
Article Data
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History
  • Received:2024-04-18
  • Revised:2024-07-30
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Affiliations
    1 Sichuan Traffic Construction Group Co., Ltd. Chengdu 610041, China
    2 Sichuan Lushi Expressway Co., Ltd., Ganzi 626100, China
    3 School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, 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
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占总种数比例
Percentage of
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种数
Number of
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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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