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Investigation into the source and progression of railway track ballast layer fouling material for the CN Joliette, QC subdivision.

机译:CN Joliette,QC分区的铁路道ball道layer污垢物质的来源和进展调查。

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摘要

Railway track ballast fouling is an ongoing issue without a clear understanding regarding either the cause for generation or the source of the fouling materials. This study was conducted to determine what physical processes are likely causing ballast fouling, where in the track substructure fouling material is concentrating, and what factors affect the severity of ballast fouling.;The petrographic, grain size, and LA abrasion combined analysis indicated that ballast fouling was primarily caused through degradation of the ballast. The fouling material within the ballast pores was sourced to the abraded pieces of ballast that had degraded over time through XRD and grain size distribution analysis. It was found with statistical confidence that ballast layers with harder, structureless rock types have less fouling material form within the ballast void spaces compared to ballast rock types that are soft on the Mohs hardness scale or have planes of weakness due to structural factors. Analysis of the grain size data also showed that ballast fouling was generally concentrated within the section of the ballast layer directly underlying the steel rail, within the topmost parts of the ballast layers. Overall it was recommended that the effects of chemical degradation on ballast rock types and the historical operational duration of ballast be incorporated into future ballast fouling studies.;A field investigation on a CN railway track was conducted in Joliette, QC during undercutting maintenance operations. Data for in-situ ballast, sub-ballast, and subgrade samples were gathered from a series of trenches excavated through the track embankment. The geotechnical and mineralogical characteristics of a selected set of ballast samples were gathered through a regime of laboratory testing. Grain size distribution data for the select samples was collected from sieve and hydrometer testing. Three sets of LA abrasion tests were conducted on both in-situ and freshly quarried ballast rock to determine the degradation characteristics of the various ballast types. The petrographic analysis of the sample types was conducted using bulk hand sample characterization, thin-section analysis, and X-Ray Diffraction Analysis.
机译:铁路轨道压载物结垢是一个持续存在的问题,对结垢的产生原因或来源没有清晰的了解。进行这项研究的目的是确定哪些物理过程可能造成压载物结垢,在轨道下层结构中积垢的物质集中在哪里以及哪些因素会影响压载物结垢的严重性。;岩相学,晶粒度和LA磨损综合分析表明,压载物结垢主要是由于压舱物的降解引起的。通过XRD和粒度分布分析,压载物孔内的结垢材料来源于随时间推移而降解的压载物磨损件。从统计学上有把握地发现,与在莫氏硬度等级上较软或由于结构因素而具有弱平面的压载岩石类型相比,具有较硬,无结构岩石类型的压载层在压载空隙空间内形成的结垢物质更少。对晶粒度数据的分析还表明,压载物结垢通常集中在压载物层最直接位于钢轨下方的部分中。总的来说,建议将化学降解对道ball岩石类型的影响以及道ball的历史使用年限纳入未来的道ast结垢研究中。在底切维修作业期间,在QC的Joliette进行了CN铁路轨道的现场调查。现场压载物,路基压载物和路基样品的数据是从通过路堤开挖的一系列沟槽中收集的。通过实验室测试,收集了一组压载样品的岩土和矿物学特征。从筛子和比重计测试中收集所选样品的粒度分布数据。在现场和刚开采的压载岩石上进行了三组LA磨损测试,以确定各种压载类型的降解特性。样品类型的岩石学分析使用批量手部样品表征,薄层分析和X射线衍射分析进行。

著录项

  • 作者

    Bailey, Brennan James.;

  • 作者单位

    Queen's University (Canada).;

  • 授予单位 Queen's University (Canada).;
  • 学科 Geotechnology.;Engineering Civil.
  • 学位 M.A.Sc.
  • 年度 2011
  • 页码 361 p.
  • 总页数 361
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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