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Seismic damage characteristics and resilience design of cross-fault tunnels: New insights from the Daliang Tunnel in the 2022 Menyuan MW6.6 Earthquake
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Haitao Yua, b, *, Yibo Weia, Yong Yuana, b, Guoliang Lic, Hehua Zhua, b
Underground Space | 2026, 27 : 175 - 193
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Underground Space | 2026, 27: 175-193
Research Paper
Seismic damage characteristics and resilience design of cross-fault tunnels: New insights from the Daliang Tunnel in the 2022 Menyuan MW6.6 Earthquake
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Haitao Yua, b, *, Yibo Weia, Yong Yuana, b, Guoliang Lic, Hehua Zhua, b
Affiliations
  • aDepartment of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China
  • bState Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
  • cChina Railway First Survey and Design Institute Group CO., LTD., Xi'an 710000, China
Published: 2026-04-10 doi: 10.1016/j.undsp.2025.03.009
Outline
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An earthquake with a magnitude of 6.6 (MW) occurred in Menyuan County, Qinghai Province, China, on January 8th, 2022. The Daliang Tunnel, which traverses the seismogenic fault, was severely damaged during this seismic event. The seismic damage investigation of the tunnel is introduced, and the damage characteristics along the tunnel are also presented. It is found that the damage severity of the tunnel is highly correlated with the distance to the fault. Damage modes for different tunnel zones (cross-fault zone, portal zone, and ordinary zone far from the fault and the portal) are quite distinct. Based on the understanding of seismic damage to the Daliang Tunnel in 2022 Menyuan Earthquake, as well as other damaged tunnels during the 2008 Wenchuan Earthquake, the critical influence factors for damage to cross-fault tunnels are discussed. From the seismic investigation, coupling effects of strong ground motions and fault dislocations are highlighted, which pose significant risks to cross-fault tunnels and should be considered in the seismic design for such tunnels. The deformation joints of the tunnel could help the tunnel adapt to the deformation caused by fault dislocation, and thus protect the main structure, but inversely an added local deformation may be expected around the deformation joints. The instability of the overlying slope may have contributed to the local amplification of the fault dislocation along the Daliang Tunnel. Finally, the requirements of seismic resilience for cross-fault tunnels are proposed, and detailed suggestions are provided to enhance the seismic performance of such cross-fault tunnels.

Earthquake  /  Damage investigation  /  Cross-fault tunnel  /  Deformation joint  /  Dislocation spatial variability  /  Seismic resilience
Haitao Yu, Yibo Wei, Yong Yuan, Guoliang Li, Hehua Zhu. Seismic damage characteristics and resilience design of cross-fault tunnels: New insights from the Daliang Tunnel in the 2022 Menyuan MW6.6 Earthquake[J]. Underground Space, 2026 , 27 : 175 -193 . DOI: 10.1016/j.undsp.2025.03.009
  • Natural Science Foundation of China(42177134; 42477141)
  • Natural Science Foundation of Qinghai Province(2024-ZJ-717)
  • Fundamental Research Funds for the Central Universities of China
Year 2026 volume 27 Issue 0
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Article Info
doi: 10.1016/j.undsp.2025.03.009
  • Receive Date:2024-12-03
  • Online Date:2026-06-17
  • Published:2026-04-10
Article Data
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History
  • Received:2024-12-03
  • Revised:2025-02-03
  • Accepted:2025-03-05
Funding
Natural Science Foundation of China(42177134; 42477141)
Natural Science Foundation of Qinghai Province(2024-ZJ-717)
Fundamental Research Funds for the Central Universities of China
Affiliations
    aDepartment of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China
    bState Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
    cChina Railway First Survey and Design Institute Group CO., LTD., Xi'an 710000, China

Corresponding:

* Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China. E-mail address: (H. Yu).
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表12种不同金属材料的力学参数

Family
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Number of
genus
种数
Number of
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占总种数比例
Percentage of
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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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