Identification of type and degree of railway ballast fouling using ground coupled GPR antennas

被引:25
作者
Anbazhagan, P. [1 ]
Dixit, P. S. Naresh [1 ]
Bharatha, T. P. [1 ]
机构
[1] Indian Inst Sci, Dept Civil Engn, Bangalore 560012, Karnataka, India
关键词
Railway ballast; Fouling; GPR; Dielectric constant; Fouling percentage;
D O I
10.1016/j.jappgeo.2016.01.018
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
GPR is widely used for ballast fouling identification, however, there are no robust guidelines to find the degree and type of fouling quantitatively. In this study, GPR studies were carried out on model and actual railway tracks using three ground coupled antennas and considering three fouling materials. Three ground coupled antennas viz., 100 MHz, 500 MHz and 800 MHz antennas were used for the initial survey and it was found that the 800 MHz ground coupled antenna is an optimum one to get quality results. Three major fouling materials viz., screened/broken ballast, coal and iron ore were used to construct prototype model sections, which were 1/2 of the actual Indian broad-gauge railway track. A separate model section has been created for each degree and type of fouling and GPR surveys were carried out. GPR study shows that increasing the fouling content results in a decrease in the Electromagnetic Wave (EMW) velocity and an increase in the dielectric constant. EMW velocity of ballast fouled with screened ballast was found to be more than coal fouled ballast and iron ore fouled ballast at any degree of fouling and EMW velocity of iron ore fouled ballast was found to be less than coal and screen ballast fouled ballast. Dielectric constant of iron ore fouled ballast was found to be higher than coal and screen ballast fouled ballast for all degrees of fouling. Average slope of the trend line of screen ballast fouled section is low (25.6 degrees), coal fouled ballast is medium (27.8 degrees) and iron ore fouled ballast is high (47.6 degrees). (C) 2016 Elsevier B.V. All rights reserved.
引用
收藏
页码:183 / 190
页数:8
相关论文
共 22 条
[1]   Study of Ballast Fouling in Railway Track Formations [J].
Anbazhagan, P. ;
Bharatha, T. ;
Amarajeevi, G. .
INDIAN GEOTECHNICAL JOURNAL, 2012, 42 (02) :87-99
[2]   Model track studies on fouled ballast using ground penetrating radar and multichannel analysis of surface wave [J].
Anbazhagan, P. ;
Su Lijun ;
Buddhima, Indraratna ;
Cholachat, Rujikiatkamjorn .
JOURNAL OF APPLIED GEOPHYSICS, 2011, 74 (04) :175-184
[3]   Using a seismic survey to measure the shear modulus of clean and fouled ballast [J].
Anbazhagan, P. ;
Indraratna, Buddhima ;
Rujikiatkamjorn, Cholachat ;
Su, Lijun .
GEOMECHANICS AND GEOENGINEERING-AN INTERNATIONAL JOURNAL, 2010, 5 (02) :117-126
[4]  
Anbazhagan P., 2011, J TEST EVAL, V39, P831
[5]  
[Anonymous], 1986, 11896 IS
[6]  
[Anonymous], 1980, IS 2720 (Part-III/Sec 1)-1980
[7]  
[Anonymous], 2004, IRSGE1 RDSO MIN RAIL
[8]  
Bonnet C.F., 2005, PRACTICAL RAILWAY EN, P59
[9]   Evaluation of railway trackbed and formation: a case study [J].
Brough, M ;
Stirling, A ;
Ghataora, G ;
Madelin, K .
NDT & E INTERNATIONAL, 2003, 36 (03) :145-156
[10]   Enhancement of the GPR method of railway trackbed investigation by the installation of radar detectable geosynthetics [J].
Carpenter, D ;
Jackson, PJ ;
Jay, A .
NDT & E INTERNATIONAL, 2004, 37 (02) :95-103