道碴和铁路下部结构对局部几何缺陷退化的影响

Pedro Rodrigues, Paulo F Teixeira
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引用次数: 0

摘要

轨道几何尺寸的退化是一个非常复杂的现象,通常是根据整体质量指标进行分析。本文分析了无砟轨道和轨道下部结构对其几何退化的影响,对葡萄牙铁路网 19 条常规线路在 2001-2012 年期间进行的 66,892 公里轨道检测中发现的 17,400 多个纵向平整度、对齐度和扭曲度局部缺陷的退化率进行了建模。结果证实,奇异点明显增加了缺陷的密度,加快了缺陷的退化速度,尤其是涵洞和平交道口。道碴类型和年限对缺陷出现的概率和退化速度有很大影响。在很多情况下,缺陷的退化速度远远快于标准偏差指标,这凸显了对缺陷演变进行监测和建模的重要性,以尽可能避免采取纠正措施。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Influence of ballast and railway substructure on the degradation of local geometry defects
The degradation of track geometry is a very complex phenomenon that has typically been analysed considering global quality indicators. In this paper, the influence of ballast and track substructure on its geometric degradation is analysed by modelling the degradation rates of more than 17,400 local defects of longitudinal levelling, alignment, and twist from 66,892 km of track inspection measurements carried out during the period 2001-2012 on 19 conventional lines of the Portuguese railway network. It is corroborated that singularities markedly contribute to greater density and faster degradation of defects, especially culverts and level crossings. Ballast type and age significantly affect the probability of emergence and degradation rates of defects. In a significant number of situations, defects are found to degrade much faster than the standard deviation indicators, highlighting the importance of monitoring and modelling their evolution to prevent the need for carrying out corrective interventions as much as possible.
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