• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 54 Issue 5
Oct.  2019
Turn off MathJax
Article Contents
JING Guoqing, JIA Wenli, FU Hao, LU Wei. High-Speed Ballasted Railway Track Lateral Resistance Characteristics and Reinforcements[J]. Journal of Southwest Jiaotong University, 2019, 54(5): 1087-1092. doi: 10.3969/j.issn.0258-2724.20170480
Citation: JING Guoqing, JIA Wenli, FU Hao, LU Wei. High-Speed Ballasted Railway Track Lateral Resistance Characteristics and Reinforcements[J]. Journal of Southwest Jiaotong University, 2019, 54(5): 1087-1092. doi: 10.3969/j.issn.0258-2724.20170480

High-Speed Ballasted Railway Track Lateral Resistance Characteristics and Reinforcements

doi: 10.3969/j.issn.0258-2724.20170480
  • Received Date: 30 Jun 2017
  • Rev Recd Date: 13 Sep 2017
  • Available Online: 23 Feb 2019
  • Publish Date: 01 Oct 2019
  • Ballast flight commonly occurs in high speed ballasted railway tracks, and the probability of ballast flight increases with the decrease of shoulder height; thus, reduced shoulder heights or flat shoulders are used in some countries, which result in lateral resistance reduction. The influence of shoulder height on lateral resistance was analysed in this study. Further, two polyurethane reinforcement methods were proposed, including crib-ballast reinforcement and shoulder reinforcement, which increased the lateral resistances of flat shoulder ballasted tracks and met the demands of tamping. A series of in-situ lateral resistance tests were carried out in this research. The results show that compared to a shoulder height of 150 mm, a 30% reduction in lateral resistance occurs in flat shoulders. For polyurethane spraying depths of 200 mm and 300 mm, the corresponding changes observed were 31% and 41% increase in crib-ballast reinforcement, 41% and 60% increase in shoulder reinforcement, and 70% and 100% increase in synthetic reinforcement (both crib-ballast and shoulder).

     

  • loading
  • TUTUMLUER E, HUANG H, HASHASH Y. Aggregate shape effects on ballast tamping and railroad track lateral stability[C]// AREMA Annual Conference.Loisville: AREMA, 2006: 17-20
    井国庆. 铁路有砟道床[M]. 北京: 中国铁道出版社, 2012: 15-70
    ESVELD C. Modern railway track[M]. Delft: MRT-Production, 2001: 52-58
    高亮,罗奇,徐旸,等. 道床断面尺寸对道床横向阻力的影响[J]. 西南交通大学学报,2014,49(6): 954-960. doi: 10.3969/j.issn.0258-2724.2014.06.004

    GAO Liang, LUO Qi, XU Yang. Effects of ballast bed section dimension on its lateral resistance[J]. Journal of Southwest Jiaotong University, 2014, 49(6): 954-960. doi: 10.3969/j.issn.0258-2724.2014.06.004
    刘浩,谢铠泽,王平,等. 道床阻力区域分布及退化对钢轨纵向力的影响[J]. 西南交通大学学报,2017,52(1): 98-105. doi: 10.3969/j.issn.0258-2724.2017.01.014

    LIU Hao, XIE Kaize, WANG Ping, et al. Effect of regional distribution and degradation of ballast resistance on longitudinal force of rail[J]. Journal of Southwest Jiaotong University, 2017, 52(1): 98-105. doi: 10.3969/j.issn.0258-2724.2017.01.014
    国家铁路局. 高速铁路设计规范: TB 10621—2014[S]. 北京: 中国铁道出版社, 2014
    井国庆,王子杰,林建. 基于力学平衡原理飞砟机理与防治研究[J]. 铁道科学与工程学报,2014(6): 96-101. doi: 10.3969/j.issn.1672-7029.2014.06.017

    JING Guoqing, WANG Zijie, LIN Jian. Mechanical equilibriu m analysis of ballast flight mechanis m and counteracting measures[J]. Journal of Railway Science and Engineering, 2014(6): 96-101. doi: 10.3969/j.issn.1672-7029.2014.06.017
    SAAT M R, BEDINIJACOBINI F, TUTUMLUER E, et al. Identification of high-speed rail ballast flight risk factors and risk mitigation strategies[R]. Sydeny: 10th World Congress on Railway Research, 2013
    QUINN A D. A full-scale experimental and modelling study of ballast flight under high-speed trains[J]. Proceedings of the Institution of Mechanical Engineers Part f Journal of Rail & Rapid Transit, 2010, 224(2): 61-74.
    LE P L, POWRIE W. Contribution of base,crib,and shoulder ballast to the lateral sliding resistance of railway track:a geotechnical perspective[J]. Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail & Rapid Transit, 2011, 225(2): 113-129.
    WANG Z J, JING G Q, LIU G X. Analysis on railway ballast-glue micro-characteristics[J]. Applied Mechanics & Materials, 2013(477/478): 535-538.
    STJEPAN L. Track stability using ballast bonding method[J]. Slovenski Kongres O Cestah In Prometu, 2010, 10: 333-340.
    WOODWARD P K, KENNEDY J, MEDERO G M, et al. Maintaining absolute clearances in ballasted railway tracks using in situ three-dimensional polyurethane GeoComposites[J]. Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail & Rapid Transit, 2012, 226(3): 257-271.
    THOMAS S, WOODWARD P, LAGHROUCHE O. Influence of stiffening ballasted track bed overlying a masonry arch bridge using a polyurethane polymer material[J]. Construction & Building Materials, 2015, 92: 111-117.
    KRUGLIKOV A A, YAVNA V A, ERMOLOV Y M. Strengthening of the railway ballast section shoulder with two-component polymeric binders[J]. Transportation Geotechnics, 2017, 11: 133-143. doi: 10.1016/j.trgeo.2017.05.004
    DERSCH M, TUTUMLUER E, BOWER C P. Polyurethane coating of railroad ballast aggregate for improved performance[C]// Joint Rail Conference. Urbana: American Society of Mechanical Engineers, 2010: 337-342
    郄录朝,王红,许永贤. 聚氨酯固化道床的力学性能试验研究[J]. 铁道建筑,2015(1): 107-112. doi: 10.3969/j.issn.1003-1995.2015.01.24

    QIE Luchao, WANG Hong, XU Yongxian. Experimental study on mechanical performance of polyurethane solidified ballast bed[J]. Railway Engineering, 2015(1): 107-112. doi: 10.3969/j.issn.1003-1995.2015.01.24
    PLOOY R F D. Characterisation of rigid polyurethane foam reinforced ballast through cyclic loading box tests[D]. Pretoria: University of Pretoria, 2016
    铁道部运输局. 2012 高速铁路有砟轨道线路维修规则(试行)[S]. 北京: 中国铁道出版社, 2012
    LICHTBERGER B. the lateral resistance of the track[J]. European Railway Review, 2007, 3: 1-7.
    PEN L L, BHANDARI A R, POWRIE W. Sleeper end resistance of ballasted railway tracks[J]. Journal of Geotechnical & Geoenvironmental Engineering, 2014, 140(5): 04014004-1-04014004-14.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(9)  / Tables(3)

    Article views(503) PDF downloads(18) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return