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Original Articles

Vertical load distribution in ballasted railway tracks with steel slag and limestone ballasts

, &
Pages 1065-1072 | Received 09 Jun 2017, Accepted 11 Sep 2017, Published online: 28 Sep 2017

References

  • AREMA . 2006a. Chapter 1, “roadway and ballast” . Vol.1. American Railway Engineering and Maintenance of Way Association, Lanham.
  • AREMA . 2006b. Chapter 16, Part 10, “Economics of railway engineering and operation” . Vol.4. American Railway Engineering and Maintenance of Way Association, Lanham.
  • Artificial Aggregates . 2009. Advanced materials for sustainable world. Surrey: Hrasco Metals Co.
  • Australasian (iron and steel) Slag Association Inc . 2012. Membership Annual Survey Results. Wollongong NSW, Australia.
  • Berggren, E. 2009. Railway track stiffness: dynamic measurements and evaluation for efficient maintenance, KTH, School of Engineering Sciences (SCI), Aeronautical and Vehicle Engineering, Doctoral thesis.
  • Calla, C. 2003. Two layered ballast system for improved performance of railway track . PhD dissertation. Coventry University.
  • Canadian National . 2007. Railway investigation report . Coborug: Main-Track Derailment, Report Number R07T0110.
  • Canadian Pacific Railway . 2003. Railway investigation report . Melrose: Canadian Pacific Railway, R03t0080.
  • Ebersohn, W. and E.T. Selig 1994. Track modulus measurements on a heavy haul line . Washington, DC: Transportation Research Record (1470).
  • Esveld, C. 2001. Modern railway track . Zaltbommel: MRT-Productions, A Subsidiary of ECS.
  • EuroSlag . 2010. Statistical data . Bliersheimer Strasse 6247229 Duisburg-Rheinhausen. Germany
  • Frohling, R.D. 1997. Deterioration of railway track due to dynamic vehicle loading and spatially varying track stiffness . PhD Thesis, University of Pretoria, The Republic of South Africa.
  • Kaya, M. 2004. A study on the stress-strain behavior of railroad ballast materials by use of parallel gradation technique. b.m.: A thesis submitted to the graduate school of natural and applied sciences of the middle east technical university, 328 p.
  • Kerr, A.D. 2000. On the determination of the rail support modulus k. International journal of solids and structures , 37 (32), 4335–4351.10.1016/S0020-7683(99)00151-1
  • Kerr, A.D. 2003. Fundamentals of railway track engineering . USA: Simmons Boardman Books Publication.
  • Khordehbinan, M.W. 2010. Investigation on the effect of railway track support system characteristics on the values of track modulus. Proceedings of AREMA , Orlando, FL: American Railway Engineering and Maintenance-of-Way Association.
  • Lundqvist, A. and T. Dahlberg 2005. Railway track stiffness variation-consequences and countermeasures . 19th IAVSD Symposium of Dynamics of Vehicles on Roads and Tracks, August 29–Seprember 2, 2005. Milano: Dept Mech Eng, Politecnico di Milano.
  • Moreira, R.F.T. and Filho, P.S.B. 2010. BOF slag use as ballast . Serra – ES – Brazil: ArcelorMittal Tubarao Experience.
  • Mosayeb, S.-A. , Zakeri, J.-A. and Esmaeili, M. , 2016. A comparison between the dynamic and static stiffness of ballasted track: a field study. Geomechanics and engineering , 11 (6), 757–769.10.12989/gae.2016.11.6.757
  • National Slag Association . 2007. Steel furnace slag, an ideal railroad ballast . Alexandria, VA, Technical report, NSA 173-3.
  • Nippoin Slag Association . 2013a. Production and uses of blast furnace slag in Japan .
  • Nippoin Slag Association . 2013b. Production and uses of steel slag in Japan .
  • Riva Tahghigh Company . 2014. Steel slag recovery . Isfahan. Available from; https://web.archive.org/web/20170302191450/, https://www.rivatahghigh.com/.
  • Sadeghi, J. and Youldashkhan, M. , 2005. Investigation on the accuracy of the current practices in analysis of railway track concrete sleepers. International journal of civil engineering , 3 (1), 31–45.
  • Selig, E. T. and J. M. Waters 1994. Track geotechnology and substructure management . London: Thomas Telford.10.1680/tgasm.20139
  • Sussman, T. , Ebersöhn, W. , and Selig, E. 2001. Fundamental nonlinear track load-deflection behavior for condition evaluation. Transportation research record: journal of the transportation research board , 1742, 61–67.10.3141/1742-08
  • Tzanakakis, K. , 2013. The effect of track stiffness on track performance. The railway track and its long term behaviour . Berlin, Heidelberg: Springer, 79–87.10.1007/978-3-642-36051-0
  • UIC, E. , 1994. Track-bed layers for railway lines, UIC Code 719 R . Paris: International Union of Railways.
  • USGS . 2015. Science for changing world . Iron and Steel Slag End-Use Statistics.
  • Zakeri, J.A. and Abbasi, R. , 2012a. Field investigation of variation of loading pattern of concrete sleeper due to ballast sandy contamination in sandy desert areas. Journal of mechanical science and technology , 26 (12), 3885–3892.10.1007/s12206-012-0886-5
  • Zakeri, J. and Abbasi, R. , 2012b. Field investigation on variation of rail support modulus in ballasted railway tracks. Latin American journal of solids & structures , 9 (6), 643–656.10.1590/S1679-78252012000600002
  • Zarembski, A. and Palese, J. , 2003. Transitions eliminate impact at crossings. Railway track and structures , 99 (8), 28–30.

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