1 |
Lokesh, B.V. (2005), "Study of behaviour of ballast using geosynthetics", M. Tech project report, Dept. of Civil Eng., IIT Roorkee.
|
2 |
Mittal, Satyendra & Shukla, J.P. (2009), "Soil testing for engineers", Khanna Publishers, New Delhi, India.
|
3 |
Ramesh, H.N., Manoj Krishna, K.V. and Mamatta, H.V. (2010), "Compaction and strength behaviour of lime-coir fiber treated black cotton soil", Geomech. and Eng., 2(1), 19-28.
DOI
|
4 |
American Railway Engineering Association AREA (1996), American Railway Engineering Association Manual AREA, USA.
|
5 |
Barkan, D.D. (1962), "Dynamics of bases and foundations", McGraw-Hill, New York.
|
6 |
Indraratna, B., Ionescu, D. and Christie, D. (1998), "Shear behaviour of railway ballast based on large-scale triaxial tests", Geotech. and Geoenviron. Eng. - ASCE, 124(5), 439-439.
DOI
ScienceOn
|
7 |
Indraratna, B., Khabbaz, H., Salim, W. and Christie, D. (2003), "Geotechnical characteristics of railway ballast, and the role of geosynthetics in minimising ballast degradation and track deformation", Proceedings of RAILTECH 2003, Railway Technology in the New Millennium, Kuala Lumpur, pp. 3.1-3.22.
|
8 |
IS 5249: 1992, "Determination of dynamic properties of soil - method of test (Second Revision)", Bureau of Indian Standards.
|
9 |
Kumar, A. and Awasthi, S.K. (2008), "New concept of two-layer blanket system for track formation for heavy axle load", Proc. IPWE Seminar, Lucknow, India.
|
10 |
Kumar, A. and Saxena, A.K. (2009), "Track formation for high speed and heavy axle load", International Technical Seminar of IPWE
|