Recycled materials in railroad substructure: an energy perspective
Buddhima Indraratna, Yujie Qi, Rakesh Sai Malisetty, Sinniah K. Navaratnarajah, Fatima Mehmood, Miriam Tawk
Railway Engineering Science ›› 2022, Vol. 30 ›› Issue (3) : 304-322.
Recycled materials in railroad substructure: an energy perspective
Given that the current ballasted tracks in Australia may not be able to support faster and significantly heavier freight trains as planned for the future, the imminent need for innovative and sustainable ballasted tracks for transport infrastructure is crucial. Over the past two decades, a number of studies have been conducted by the researchers of Transport Research Centre (TRC) at the University of Technology Sydney (UTS) to investigate the ability of recycled rubber mats, as well as waste tyre cells and granulated rubber to improve the stability of track substructure including ballast and subballast layers. This paper reviews four applications of these novel methods, including using recycled rubber products such as CWRC mixtures (i.e., mixtures of coal wash (CW) and rubber crumbs (RC)) and SEAL mixtures (i.e., mixtures of steel furnace slag, CW and RC) to replace subballast/capping materials, tyre cells reinforcements for subballast/capping layer and under ballast mats; and investigates the energy dissipation capacity for each application based on small-scale cyclic triaxial tests and large-scale track model tests. It has been found that the inclusion of these rubber products increases the energy dissipation effect of the track, hence reducing the ballast degradation efficiently and increasing the track stability. Moreover, a rheological model is also proposed to investigate the effect of different rubber inclusions on their efficiency to reduce the transient motion of rail track under dynamic loading. The outcomes elucidated in this paper will lead to a better understanding of the performance of ballast tracks upgraded with resilient rubber products, while promoting environmentally sustainable and more affordable ballasted tracks for greater passenger comfort and increased safety.
[1.] |
|
[2.] |
|
[3.] |
|
[4.] |
|
[5.] |
|
[6.] |
|
[7.] |
|
[8.] |
|
[9.] |
|
[10.] |
|
[11.] |
|
[12.] |
|
[13.] |
|
[14.] |
|
[15.] |
|
[16.] |
|
[17.] |
|
[18.] |
|
[19.] |
Indraratna B, Qi Y, Tawk M, Heitor A, Rujikiatkamjorn C, Navaratnarajah SK (2020) Advances in ground improvement using waste materials for transportation infrastructure. In: Proceedings of the institution of civil engineers-ground improvement, pp 1–44
|
[20.] |
|
[21.] |
|
[22.] |
|
[23.] |
|
[24.] |
Arachchige CM, Indraratna B, Qi Y, Vinod JS, Rujikiatkamjorn C (2021) Geotechnical characteristics of a rubber intermixed ballast system. Acta Geotech 1–12
|
[25.] |
|
[26.] |
|
[27.] |
|
[28.] |
|
[29.] |
|
[30.] |
|
[31.] |
|
[32.] |
|
[33.] |
|
[34.] |
|
[35.] |
|
[36.] |
|
[37.] |
|
[38.] |
|
[39.] |
Chiaro G, Indraratna B, Tasalloti SA, Rujikiatkamjorn C (2015) Optimisation of coal wash-slag blend as a structural fill. Institution of Civil Engineers: Ground Improvement
|
[40.] |
|
[41.] |
|
[42.] |
|
[43.] |
|
[44.] |
|
[45.] |
|
[46.] |
Jeffs T, Tew GP (1991) A review of track design procedures: sleepers and ballast, in Railways of Australia, Melbourne, Australia
|
[47.] |
|
[48.] |
ASTM-D4885-01 (2018) Standard test method for determining performance strength of geomembranes by the wide strip tensile method. ASTM International
|
[49.] |
American Society for Testing and Materials (2003) D3999-91. Standard test methods for the determination of the modulus and damping properties of soils using the cyclic triaxial apparatus. In: Annual Book of ASTM Standard
|
[50.] |
|
[51.] |
|
[52.] |
|
[53.] |
|
[54.] |
Tiwari B, Ajmera B, Moubayed S, Lemmon A, Styler K (2012) Soil modification with shredded rubber tires. In: GeoCongress 2012: state of the art and practice in geotechnical engineering, Oakland, California, March 25–29, pp 3701–3708
|
[55.] |
|
[56.] |
Ajmera B, Tiwari B, Koirala J (2016) Geotechnical properties of clays modified with recycled crumb rubber. In: Geotechnical and structural engineering congress 2016, Phoenix, Arizona, February 14–17
|
[57.] |
DIN (2010) Mechanical vibration—resilient elements used in railway tracks. Part V: Laboratory test procedures for under-ballast mats. German Institute for Standardization, Berlin
|
[58.] |
|
[59.] |
|
[60.] |
|
[61.] |
|
[62.] |
|
[63.] |
|
[64.] |
Chen JY, Ummin O, Yu T, Qi YJ (2013) Applications of Rayleigh wave detection technique and polymer grouting technology in waterproof construction. In: Applied mechanics and materials. Trans Tech Publ.
|
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|
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