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Research on Vibration Law of Railway Tunnel Substructure under Different Axle Loads and Health Conditions

Auteur(s): ORCID
ORCID

ORCID










Médium: article de revue
Langue(s): anglais
Publié dans: Shock and Vibration, , v. 2021
Page(s): 1-14
DOI: 10.1155/2021/9954098
Abstrait:

In this paper, 25-ton and 27-ton axle heavy trucks are used to carry out moving loading and dynamic real vehicle test on the cracked section, the intact section, and the repaired section of a railway tunnel foundation to test the dynamic performance of the tunnel basement structure with the change of axle loads and health conditions. By analyzing the influence law of dynamic response and fatigue life of heavy haul train under different basement conditions (intact, damaged, and repaired), the adaptability of railway tunnel equipment to freight trucks axle load is clarified. The results show that (1) the intact section of the tunnel can meet the normal operation of 25-ton and 27-ton axle load freight trains in good condition. (2) The normal operation of 25-ton and 27-ton axle load freight trucks is seriously affected by the cracked section of the tunnel. When the cracks in the tunnel basement are gradually hollowed out by groundwater, serious traffic accidents such as vehicle shaking and derailment are likely to occur. (3) The repaired section of the tunnel can meet the normal operation of 25-ton and 27-ton axle load freight trains after adopting the integrated comprehensive treatment of “Anchor-Injection-Drainage”. The research results will have reference significance for the condition assessment and disease treatment of the basement structure of the heavy haul railway tunnel.

Copyright: © 2021 Weibin Ma, Jinfei Chai, Zifeng Zhu, Zili Han, Chaofeng Ma, Yuanjun Li, Zhenyu Zhu, Ziyuan Liu, Yabin Niu, Zhanguo Ma, Mu Gu, Guoqiang Zhang, Cheng Li, Sen Zhang
License:

Cette oeuvre a été publiée sous la license Creative Commons Attribution 4.0 (CC-BY 4.0). Il est autorisé de partager et adapter l'oeuvre tant que l'auteur est crédité et la license est indiquée (avec le lien ci-dessus). Vous devez aussi indiquer si des changements on été fait vis-à-vis de l'original.

  • Informations
    sur cette fiche
  • Reference-ID
    10676181
  • Publié(e) le:
    29.05.2022
  • Modifié(e) le:
    01.06.2022
 
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