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Lateral offset characteristics from main road to underground merging area in multi-entry underpass tunnel
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Fangtong JIAO1, Zhenwei SHI1, Zhigang DU2, Peipei GUO1, Dongkai FAN1, Feng SUN1, **
China Safety Science Journal | 2024, 34(12) : 187 - 194
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China Safety Science Journal | 2024, 34(12): 187-194
Public safety
Lateral offset characteristics from main road to underground merging area in multi-entry underpass tunnel
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Fangtong JIAO1, Zhenwei SHI1, Zhigang DU2, Peipei GUO1, Dongkai FAN1, Feng SUN1, **
Affiliations
  • 1 School of Transportation and Vehicle Engineering,Shandong University of Technology,Zibo Shandong 255000,China
  • 2 School of Transportation and Logistics Engineering,Wuhan University of Technology,Wuhan Hubei 430063,China
Published: 2024-12-28 doi: 10.16265/j.cnki.issn1003-3033.2024.12.0734
Outline
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The construction speed and number of vehicles passing through multi-portal underpass tunnels are increasing,and special driving environments such as long downhill slopes at the portals and underground merging areas cause frequent traffic accidents. To deeply analyze the variation characteristics of lateral offset in tunnel special sections,a test vehicle equipped with inertial navigation and Mobileye was used to perform a real-car natural driving test in a typical multi-entry underpass tunnel. Based on the tunnel's alignment and spatial variation characteristics,the test section was divided into the external tunnel section,the downhill section,the internal section,the underground merging section,and the internal tunnel section. The results indicated that the vehicle trajectories in the other four sections were more complex than the external section of the tunnel,and the lateral offset increased significantly,reaching up to 1.888 to 2.184 times the external section of the tunnel. The lane offset variation rate of the underground merging section and the inner section of the entrance was the smallest. The land discreteness of the underground merging section in the tunnel was the largest,and the discreteness of the entrance downhill section was the smallest with a standard deviation of only 0.111. The average width of the predicted interval of the entrance downhill and underground merging sections were 0.2 m and 0.24 m,respectively. Therefore,the driving safety hazards of the entrance downhill and underground merging sections were higher than other sections.

Multi-entry underpass tunnel  /  underground merging area  /  lateral offset  /  tunnel entrance  /  traffic safety
Fangtong JIAO, Zhenwei SHI, Zhigang DU, Peipei GUO, Dongkai FAN, Feng SUN. Lateral offset characteristics from main road to underground merging area in multi-entry underpass tunnel[J]. China Safety Science Journal, 2024 , 34 (12) : 187 -194 . DOI: 10.16265/j.cnki.issn1003-3033.2024.12.0734
Year 2024 volume 34 Issue 12
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Article Info
doi: 10.16265/j.cnki.issn1003-3033.2024.12.0734
  • Receive Date:2024-07-18
  • Online Date:2025-07-09
  • Published:2024-12-28
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  • Received:2024-07-18
  • Revised:2024-09-24
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Affiliations
    1 School of Transportation and Vehicle Engineering,Shandong University of Technology,Zibo Shandong 255000,China
    2 School of Transportation and Logistics Engineering,Wuhan University of Technology,Wuhan Hubei 430063,China
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表12种不同金属材料的力学参数

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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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