• 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
CHEN Jing, GAO Rui, LIU Yangzepeng, ZHANG Ronglong, SHI Zhizheng. Influence of Various Fouling Materials on Geogrid-Reinforced Ballast Performance[J]. Journal of Southwest Jiaotong University, 2022, 57(1): 200-206. doi: 10.3969/j.issn.0258-2724.20200307
Citation: CHEN Jing, GAO Rui, LIU Yangzepeng, ZHANG Ronglong, SHI Zhizheng. Influence of Various Fouling Materials on Geogrid-Reinforced Ballast Performance[J]. Journal of Southwest Jiaotong University, 2022, 57(1): 200-206. doi: 10.3969/j.issn.0258-2724.20200307

Influence of Various Fouling Materials on Geogrid-Reinforced Ballast Performance

doi: 10.3969/j.issn.0258-2724.20200307
  • Received Date: 20 May 2020
  • Accepted Date: 05 Nov 2021
  • Rev Recd Date: 01 Jul 2020
  • Available Online: 16 Nov 2021
  • Publish Date: 07 Jul 2020
  • Geogrid has been widely adopted in ballasted railways to improve the bearing capacity of ballast and its resistance to lateral deformation. The mechanical properties of geogrid-reinforced ballast aggregate are seriously affected by contaminants of coals falling from the moving hauls or clay fines from ballast layer and subgrade. A series of large-scale direct shear tests of geogrid-reinforced ballast under different normal pressures and various fouling levels were performed using the two common fouling substances of ballasted railway, i.e., clays and coals. The effects of the two fouling materials on the shear strength, peak friction angle, vertical dilatant displacement, and peak dilatant angle of the geogrid-reinforced ballast were compared and analyzed, and the mechanical mechanism that contributes to the different performances was also explored. The results showed that the presence of fouling materials decreases the shear strength and peak friction angle of geogrid-reinforced ballast, but reduces its vertical dilatant displacement and peak dilatant angle. Compared with that fouled by clay fines, the ballast fouled by coals exhibits a lower shear strength and peak friction angle, and a larger vertical dilatant displacement and peak dilatant angle, indicating increasingly adverse impacts on the mechanical performances of geogrid-reinforced ballast.

     

  • [1]
    高亮,徐旸,殷浩. 脏污材质对散体道床剪切力学性能影响的试验研究[J]. 北京交通大学学报,2017,41(1): 1-6. doi: 10.11860/j.issn.1673-0291.2017.01.001

    GAO Liang, XU Yang, YIN Hao. Experiment researchof shear behavior of railway ballast influenced by different fouling materials[J]. Journal of Beijing Jiaotong University, 2017, 41(1): 1-6. doi: 10.11860/j.issn.1673-0291.2017.01.001
    [2]
    INDRARATNA B, NIMBALKAR S S, TENNAKOON N. The behaviour of ballasted track foundations: track drainage and geosynthetic reinforcement[C]//Advances in Analysis, Modeling & Design. Orlando: American Society of Civil Engineers, 2010: 2378-2387.
    [3]
    SELIG E T, WATERS J M. Track geotechnology and substructure management[M]. London: Thomas Telford, 1994.
    [4]
    KOOHMISHI M, PALASSI M. Effect of gradation of aggregate and size of fouling materials on hydraulic conductivity of sand-fouled railway ballast[J]. Construction and Building Materials, 2018, 167: 514-523. doi: 10.1016/j.conbuildmat.2018.02.040
    [5]
    KASHANI H F, HO C L, HYSLIP J P. Fouling and water content influence on the ballast deformation properties[J]. Construction and Building Materials, 2018, 190: 881-895. doi: 10.1016/j.conbuildmat.2018.09.058
    [6]
    INDRARATNA B, TENNAKOON N C, NIMBALKAR S, et al. Behaviour of clay-fouled ballast under drained triaxial testing[J]. Géotechnique, 2013, 63(5): 410-419.
    [7]
    NGO N T, INDRARATNA B, RUJIKIATKAMJORN C. Micromechanics-based investigation of fouled ballast using large-scale triaxial tests and discrete element modeling[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2017, 143(2): 04016089.1-04016089.16.
    [8]
    SWETA K, HUSSAINI S K K. Behavior evaluation of geogrid-reinforced ballast-subballast interface under shear condition[J]. Geotextiles and Geomembranes, 2019, 47(1): 23-31. doi: 10.1016/j.geotexmem.2018.09.002
    [9]
    BIABANI M M, INDRARATNA B. An evaluation of the interface behaviour of rail subballast stabilised with geogrids and geomembranes[J]. Geotextiles and Geomembranes, 2015, 43(3): 240-249. doi: 10.1016/j.geotexmem.2015.04.002
    [10]
    刘贵宪. 道砟基本力学特性及格栅加固机理研究[D]. 北京: 北京交通大学, 2015.
    [11]
    CHEN C, MCDOWELL G R, THOM N H. Investigating geogrid-reinforced ballast: experimental pull-out tests and discrete element modelling[J]. Soils and Foundations, 2014, 54(1): 1-11.
    [12]
    INDRARATNA B, HUSSAINI S K K, VINOD J S. The lateral displacement response of geogrid-reinforced ballast under cyclic loading[J]. Geotextiles and Geomembranes, 2013, 39: 20-29. doi: 10.1016/j.geotexmem.2013.07.007
    [13]
    INDRARATNA B, NGO N T, RUJIKIATKAMJORN C. Deformation of coal fouled ballast stabilized with geogrid under cyclic load[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2013, 139(8): 1275-1289. doi: 10.1061/(ASCE)GT.1943-5606.0000864
    [14]
    INDRARATNA B, NGO N T, RUJIKIATKAMJORN C. Behavior of geogrid-reinforced ballast under various levels of fouling[J]. Geotextiles and Geomembranes, 2011, 29(3): 313-322.
    [15]
    HUANG H, TUTUMLUER E, DOMBROW W. Laboratory characterization of fouled railroad ballast behavior[J]. Transportation Research Record, 2009, 2117: 93-101.
    [16]
    TUTUMLUER E, KENT P F, DOMBROW W, et al. Laboratory characterization of coal dust fouled ballast behavior[C]//AREMA 2008 Annual Conference & Exposition. Salt Lake City: [s.n.], 2008: 21-24.
    [17]
    中华人民共和国铁道部. 铁道碎石道砟: TB/T 20140—2018[S]. 北京: 中国铁道出版社, 2008.
    [18]
    MCDOWELL G R, HARIRECHE O, KONIETZKY H, et al. Discrete element modelling of geogrid-reinforced aggregates[J]. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 2006, 159(1): 35-48. doi: 10.1680/geng.2006.159.1.35
    [19]
    INDRARATNA B, SU L, RUJIKIATKAMJORN C. A new parameter for classification and evaluation of railway ballast fouling[J]. Canadian Geotechnical Journal, 2011, 48(2): 322-326. doi: 10.1139/T10-066
  • Cited by

    Periodical cited type(4)

    1. 王萌,肖源杰,张冲冲,杨涛,谭攀,卢明皎. 不同煤灰脏污程度下道砟宏观强度及细观颗粒转动特性分析. 岩石力学与工程学报. 2024(08): 2027-2041 .
    2. 陈洪春,徐剑飞,徐祥,梁睿斌,段玉昌,洪磊,李明. 雨水入渗对土工格栅-堆石界面剪切特性影响试验研究. 水利水电技术(中英文). 2023(S2): 254-261 .
    3. 左政,杨广庆,王贺,许淋颖,靳静,梁训美. 土工格室规格对加筋土剪切性能的影响. 岩土工程学报. 2022(06): 1053-1060 .
    4. 陈静,高睿,刘洋泽鹏,石知政,张荣隆. 黏土脏污对道砟集料的应力-剪胀关系影响. 西南交通大学学报. 2022(06): 1201-1207 . 本站查看

    Other cited types(3)

  • 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(10)  / Tables(3)

    Article views(358) PDF downloads(17) Cited by(7)
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return