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Transverse seismic analysis of underground cross interchange utility tunnel(Ⅱ): Results and discussion
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Jianwen LIANG, Huifang CHEN, Dongqiao LI, Qilv GUAN
Earthquake Engineering and Engineering Dynamics | 2025, 45(4) : 102 - 115
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Earthquake Engineering and Engineering Dynamics | 2025, 45(4): 102-115
Transverse seismic analysis of underground cross interchange utility tunnel(Ⅱ): Results and discussion
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Jianwen LIANG, Huifang CHEN, Dongqiao LI, Qilv GUAN
Affiliations
  • School of Civil Engineering, Tianjin University, Tianjin 300350, China
Published: 2025-08-22 doi: 10.13197/j.eeed.2025.0411
Outline
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A load-structure model for the underground interchange utility tunnel was established based on the response displacement method. Transverse seismic analysis was carried out on the underground interchange utility tunnel. The internal force, deformation, and damage responses of an underground cross interchange cast-in-place utility tunnel under seismic excitations along two main axes were analyzed. The results indicate that under major earthquakes, the inter-story displacement angle at the interchange node of the utility tunnel exceeds the standard limit by 167.50%, with tensile damage reaching 0.985, far exceeding the tensile damage limit, which marking it as the weakest part of the interchange utility tunnel. Due to significant differences in stiffness and deformation modes between the interchange node and standard segments, the deformation at joints near the interchange node is the greatest. Under major earthquakes, the deformation at the joints near the interchange node can be up to 20 mm and 18 mm in two directions, respectively. The maximum inter-story displacement angle between layers at the interchange node may not occur simultaneously. Under major earthquakes, the maximum inter-story displacement angle between layers exceeds that between the top and bottom slabs by 19.15%. Consequently, it is necessary to determine the most unfavorable condition based on the maximum inter-story displacement angle between layers. The findings can provide a reference for the transverse seismic design of interchange utility tunnels.

cross interchange utility tunnel  /  interchange node of utility tunnel  /  cast-in-place utility tunnel  /  deformation joint  /  seismic excitation direction  /  the most unfavorable condition
Jianwen LIANG, Huifang CHEN, Dongqiao LI, Qilv GUAN. Transverse seismic analysis of underground cross interchange utility tunnel(Ⅱ): Results and discussion[J]. Earthquake Engineering and Engineering Dynamics, 2025 , 45 (4) : 102 -115 . DOI: 10.13197/j.eeed.2025.0411
Year 2025 volume 45 Issue 4
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doi: 10.13197/j.eeed.2025.0411
  • Receive Date:2024-05-30
  • Online Date:2026-03-20
  • Published:2025-08-22
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  • Received:2024-05-30
  • Revised:2024-09-18
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    School of Civil Engineering, Tianjin University, Tianjin 300350, 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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