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Vibration analysis of quasi-saturated foundation inducedby out-of-round wheels and uneven rail surface
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Wei XIE1, 3, Meng GAO2, Zhigang SHAN1, Jianduan LI2, Guangyun GAO3
Journal of Vibration Engineering | 2025, 38(5) : 899 - 908
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Journal of Vibration Engineering | 2025, 38(5): 899-908
Vibration analysis of quasi-saturated foundation inducedby out-of-round wheels and uneven rail surface
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Wei XIE1, 3, Meng GAO2, Zhigang SHAN1, Jianduan LI2, Guangyun GAO3
Affiliations
  • 1.Power China Huadong Engineering Corporation Limited,Hangzhou 311122,China
  • 2.College of Civil Engineering and Architecture,Shandong University of Science and Technology,Qingdao 266590,China
  • 3.College of Civil Engineering,Tongji University,Shanghai 200092,China
Published: 2025-05-10 doi: 10.16385/j.cnki.issn.1004-4523.2025.05.002
Outline
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In order to accurately reveal the impact of high-speed train operation on the vibration response of foundation, the out-of-round wheels and uneven rail surface were introduced to modify the quasi-static moving load. Based on the 2.5D finite element equation of nearly-saturated foundation, a train-track-quasi saturated foundation dynamic analysis model has been established. On this basis, the vibration response of nearly-saturated foundation under different train speeds and loads were analyzed. The results show that both of out-of-round wheels and uneven rail surface have little influence on the time history and peak value of displacement and acceleration at a low speed, whereas the vibration amplitude is significantly increased after the coupling of the two aspects. When the vehicle speed reaches the soil shear wave speed, the influence of out-of-round wheels and uneven rail surface on displacement and acceleration response gradually increases. Compared with the out-of-round wheels, rail surface unevenness has greater influence on nearly-saturated foundation vibration, and it is more sensitive to the change of vehicle speed. The pore water pressure decays rapidly within the range of 0~4 m below the center line of the track bed when the vehicle speed is low, and the pore pressure peak appears at 0.5 m below the track. After the vehicle speed increases, the peak value of pore pressure increases significantly under all kinds of modified loads, and the position of the peak value of pore pressure develops to the deeper part of the foundation under the condition of uneven rail surface and irregular wheel-rail. The vibration response of the nearly-saturated foundation under the irregular wheel-rail coupling condition is obviously greater than that under other load conditions. Therefore, the influence of out-of-round wheels and uneven rail surface should be considered simultaneously in the safety evaluation and foundation vibration response prediction of high-speed railway.

foundation vibration  /  high-speed railway  /  quasi-saturated foundation  /  out-of-round wheels  /  uneven rail surface  /  irregular wheel-rail
Wei XIE, Meng GAO, Zhigang SHAN, Jianduan LI, Guangyun GAO. Vibration analysis of quasi-saturated foundation inducedby out-of-round wheels and uneven rail surface[J]. Journal of Vibration Engineering, 2025 , 38 (5) : 899 -908 . DOI: 10.16385/j.cnki.issn.1004-4523.2025.05.002
Year 2025 volume 38 Issue 5
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2025.05.002
  • Receive Date:2023-08-01
  • Online Date:2026-02-12
  • Published:2025-05-10
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History
  • Received:2023-08-01
  • Revised:2023-09-16
Funding
Affiliations
    1.Power China Huadong Engineering Corporation Limited,Hangzhou 311122,China
    2.College of Civil Engineering and Architecture,Shandong University of Science and Technology,Qingdao 266590,China
    3.College of Civil Engineering,Tongji University,Shanghai 200092,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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