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Dynamic sub‑structure method for longitudinal seismic response of a shield tunnel crossing soft‑hard interlayered sites
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Xiaoxiong LI1, Haiyang ZHUANG1, 2, Ronghua ZHAO1, Kai ZHAO1, Guoxing CHEN1
Journal of Vibration Engineering | 2025, 38(10) : 2442 - 2451
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Journal of Vibration Engineering | 2025, 38(10): 2442-2451
Dynamic sub‑structure method for longitudinal seismic response of a shield tunnel crossing soft‑hard interlayered sites
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Xiaoxiong LI1, Haiyang ZHUANG1, 2, Ronghua ZHAO1, Kai ZHAO1, Guoxing CHEN1
Affiliations
  • 1.Institute of Geotechnical Engineering, Nanjing Tech University, Nanjing 210009, China
  • 2.School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, China
doi: 10.16385/j.cnki.issn.1004-4523.202409052
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Based on the basic concept of the generalized response displacement method, a dynamic sub-structure analysis method suitable for the longitudinal seismic response of a shield tunnel crossing longitudinally uneven sites is proposed. An explicit parallel calculation model of the longitudinal uneven free field and a three-dimensional (3D) refined explicit parallel calculation model of the surrounding rock-shield tunnel system are established by using the newly proposed sub-structure analysis method. The real-time transmission of dynamic deformation between the two models on the boundary is achieved through the sub-structure method. The free-field seismic wave at the buried depth of the tunnel is transformed into the equivalent earthquake action of the surrounding rock-shield tunnel sub-structure model. Compared with the traditional beam-spring model, the model method in this paper can achieve the 3D refined simulation of the surrounding rock-tunnel system and the longitudinal non-uniform ground motion input along the tunnel caused by the site seismic effect. The reliability of the model method in this paper is verified by comparing it with the calculation results of the 3D refined analysis model of the shield tunnel. The results show that the model method in this paper has a clear concept, simple modeling, low calculation cost and small differences in results, which can fully reflect the longitudinal seismic response of shield tunnel crossing longitudinal uneven sites. It provides a more efficient analysis method for the longitudinal seismic design of shield tunnels crossing longitudinal uneven sites with soft-hard connected media.

longitudinal uneven sites  /  large-diameter shield tunnel  /  longitudinal seismic response  /  dynamic sub-structure method  /  earthquake damage
Xiaoxiong LI, Haiyang ZHUANG, Ronghua ZHAO, Kai ZHAO, Guoxing CHEN. Dynamic sub‑structure method for longitudinal seismic response of a shield tunnel crossing soft‑hard interlayered sites[J]. Journal of Vibration Engineering, 2025 , 38 (10) : 2442 -2451 . DOI: 10.16385/j.cnki.issn.1004-4523.202409052
Year 2025 volume 38 Issue 10
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.202409052
  • Receive Date:2024-09-25
  • Online Date:2026-02-04
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  • Received:2024-09-25
  • Revised:2024-12-20
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    1.Institute of Geotechnical Engineering, Nanjing Tech University, Nanjing 210009, China
    2.School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, 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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