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Seismic Response of Prefabricated Subway Station Structures in Slightly Inclined Liquefiable Sites
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Wen-bo LI1, Qiao-feng LIU2, Fei GUO3, Jun-hai AN2, *, Yan-hua ZHANG2
Science Technology and Engineering | 2025, 25(19) : 8218 - 8225
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Science Technology and Engineering | 2025, 25(19): 8218-8225
Papers∙Architectural Science
Seismic Response of Prefabricated Subway Station Structures in Slightly Inclined Liquefiable Sites
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Wen-bo LI1, Qiao-feng LIU2, Fei GUO3, Jun-hai AN2, *, Yan-hua ZHANG2
Affiliations
  • 1 Beijing Urban Construction Design & Development Group Co. Ltd., Beijing 100371, China
  • 2 School of Civil Engineering, Hebei University of Science and Technology, Shijiazhuang 050018, China
  • 3 Beijing Municipal Construction Co., Ltd., Beijing 100045, China
Published: 2025-07-08 doi: 10.12404/j.issn.1671-1815.2407035
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The applicability of prefabricated subway station structures in inclined liquefiable sites was investigated. Based on the actual project of Shuangfeng subway station in Changchun City, the finite difference software FLAC3D was used to carry out the seismic response analysis of prefabricated subway station structures in liquefiable soil, for example, the pore water pressure of the foundation, the lateral motion of the liquefied soil, the dynamic response and uplift characteristics of the subway station structure, and the deformation characteristics of the prefabricated subway station structures were analyzed. The results show that the negative pore pressure phenomenon of pore water pressure on both sides of prefabricated subway station under inclined liquefiable site conditions is present, and the phenomenon becomes more obvious the closer the location of the station structure is to the station, and at the same time, the negative pore pressure of the soil on the left side of the structure (uphill) is significantly greater than that on the right side (downhill). The further away the foundation soil is from the station structure, the more pronounced the liquefaction is. The phenomenon of lateral slippage of the surrounding soil is significantly suppressed by prefabricated subway station structures. The principal stresses in the upslope sidewall (member C1) are greater than those in the downslope sidewall (member C2), and the principal stresses at the bottom of the upslope sidewall of the structure are greatest, so the upslope sidewall of the structure should be given priority in the seismic design.

prefabricated subway station  /  liquefaction  /  numerical simulation  /  slight inclined ground  /  seismic response
Wen-bo LI, Qiao-feng LIU, Fei GUO, Jun-hai AN, Yan-hua ZHANG. Seismic Response of Prefabricated Subway Station Structures in Slightly Inclined Liquefiable Sites[J]. Science Technology and Engineering, 2025 , 25 (19) : 8218 -8225 . DOI: 10.12404/j.issn.1671-1815.2407035
Year 2025 volume 25 Issue 19
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Article Info
doi: 10.12404/j.issn.1671-1815.2407035
  • Receive Date:2024-09-20
  • Online Date:2025-12-22
  • Published:2025-07-08
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History
  • Received:2024-09-20
  • Revised:2025-12-20
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Affiliations
    1 Beijing Urban Construction Design & Development Group Co. Ltd., Beijing 100371, China
    2 School of Civil Engineering, Hebei University of Science and Technology, Shijiazhuang 050018, China
    3 Beijing Municipal Construction Co., Ltd., Beijing 100045, 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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