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Frost heave analysis of ballasted track above box culvert and its influence on train vibration

机译:箱涵上方ball道的冻胀分析及其对列车振动的影响

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摘要

The uneven frost heave of frost-susceptible subgrade soil causes track irregularity, which highly enhances train vibration and affects the comfort and safety of railway transportation. This paper presents a coupled thermo-hydro-mechanical (THM) analysis for the freezing behavior of railway located above a box culvert. The vertical acceleration of the vehicle, an indicator of riding comfort, is predicted through a vehicle dynamic model. The results reveal that the existence of a box culvert changes the subgrade thermal pattern, leading to a deeper frost penetration depth. The frost heave amount above the box culvert is larger than the adjacent section, resulting in uneven track structure upheave and track irregularity. This frost-induced track irregularity highly affects train vibration.
机译:易受霜冻的路基土壤的冻胀不均匀会导致轨道不平整,从而极大地增加了火车的振动,并影响了铁路运输的舒适性和安全性。本文提出了对箱涵上方铁路冻结行为的热-水-机械(THM)耦合分析。车辆的垂直加速度是乘坐舒适性的指标,可通过车辆动力学模型进行预测。结果表明,箱形涵洞的存在改变了路基的热模式,导致更深的霜冻渗透深度。箱形涵洞上方的冻胀量大于相邻断面的冻胀量,导致不均匀的轨道结构隆起和轨道不平整。这种由霜引起的轨道不平整会严重影响列车的振动。

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  • 来源
    《寒旱区科学(英文版)》 |2017年第3期|229-235|共7页
  • 作者单位

    Graduate School of Engineering, Hokkaido University, Sapporo 060-8628, Japan;

    Graduate School of Engineering, Hokkaido University, Sapporo 060-8628, Japan;

    Faculty of Engineering, Hokkaido University, Sapporo 060-8628, Japan;

    National Institute of Technology, Tomakomai College, Tomakomai 059-1275, Japan;

  • 收录信息 中国科学引文数据库(CSCD);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
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  • 入库时间 2022-08-19 03:41:28
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