Effect of Sleeper Interventions on Railway Track Performance
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VIEW THE REPLYPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 145, Issue 4
Abstract
The sleeper/ballast interface is an essential stage in the transfer of train loads from a railway track structure into the ground. Generally, only a small number of ballast grains support the sleeper base. The resulting localized contact stresses can be very high, especially for modern concrete sleepers on hard igneous ballast. This may result in damage to both sleepers and ballast and reduce the stability of the interface. This paper presents results from cyclic loading tests carried out to explore the potential for performance improvement through the adoption of different sleeper types and modifications to the sleeper/ballast interface. Measurements of resilient performance, plastic settlement, sleeper/ballast contact number and area, shoulder movement, ballast breakage and attrition, and the development of ballast longitudinal pressure are used to explore and explain the effect of each intervention. It is shown that twin-block sleeper types and under-sleeper pads (USP) have the potential to reduce maintenance requirements and whole-life costs.
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Data Availability Statement
All data supporting this study are openly available from the University of Southampton repository at https://doi.org/10.5258/soton/d0656.
Acknowledgments
The work described in this paper was funded by the UK Engineering and Physical Sciences Research Council (EPSRC) as part of the TRACK21 project (Grant No. EP/H044949), with in-kind contributions from Network Rail, Balfour Beatty, and Tiflex.
References
Abadi, T. C. 2015. “Effect of sleeper and ballast interventions on railway track performance.” Ph.D. dissertation, Dept. of Civil Engineering, Univ. of Southampton.
Abadi, T. C., L. Le Pen, A. Zervos, and W. Powrie. 2016. “A review and evaluation of ballast settlement models using results from the Southampton Railway Testing Facility (SRTF).” Procedia Eng. 143: 999–1006. https://doi.org/10.1016/j.proeng.2016.06.089.
Abadi, T. C., L. Le Pen, A. Zervos, and W. Powrie. 2018. “Improving the performance of railway tracks through ballast interventions.” Proc. Inst. Mech. Eng. Part F J. Rail Rapid Transit 232 (2): 337–355. https://doi.org/10.1177/0954409716671545.
Abadi, T. C., L. M. Le Pen, A. Zervos, and W. Powrie. 2015. “Measuring the area and number of ballast particle contacts at sleeper-ballast and ballast-subgrade interfaces.” Int. J. Railway Technol. (IJRT) 4 (2): 45–72. https://doi.org/10.4203/ijrt.4.2.3.
Aingaran, S. 2014. “Experimental investigation of static and cyclic behaviour of scaled railway ballast and the effect of stress reversal.” Ph.D. dissertation, Dept. of Civil Engineering, Univ. of Southampton.
Aingaran, S., L. Le Pen, A. Zervos, and W. Powrie. 2018. “Modelling the effects of trafficking and tamping on scaled railway ballast in triaxial tests.” Transp. Geotech. 15: 84–90. https://doi.org/10.1016/j.trgeo.2018.04.004.
AREMA (American Railway Engineering and Maintenance-of-Way Association). 2003. “Economics of railway engineering and operations.” Chap. 16 in Manual for railway engineering: Systems management. Lanham, MD: AREMA.
Auer, F., R. Potvin, P. Godart, and L. Schmitt. 2013. “Under sleeper pads in track: The UIC project.” Eur. Railway Rev. 19 (2): 26–32.
Bian, X., H. Jiang, C. Chang, J. Hu, and Y. Chen. 2015. “Track and ground vibrations generated by high-speed train running on ballastless railway with excitation of vertical track irregularities.” Soil Dyn. Earthquake Eng. 76: 29–43. https://doi.org/10.1016/j.soildyn.2015.02.009.
Bowness, D., A. C. Lock, W. Powrie, J. A. Priest, and D. J. Richards. 2005. “Monitoring the dynamic displacements of railway track.” Proc. Inst. Mech. Eng. Part F J. Rail Rapid Transit 221 (1): 13–22. https://doi.org/10.1243/0954409JRRT51.
BSI (British Standards Institution). 2000. Steel sleepers. BS 500:2000. London: British Standards Institution.
BSI (British Standards Institution). 2009a. PD 6682-2:2009 Published document aggregates. Part 2: Aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas— Guidance on the use of BS EN 13043. London: British Standards Institution.
BSI (British Standards Institution). 2009b. Railway applications. Track. Concrete sleepers and bearers. Part 3: Twin-block reinforced sleepers. BS EN 13230-3:2009. London: British Standards Institution.
BSI (British Standards Institution). 2009c. Railway applications. Track. Concrete sleepers and bearers. Part 2: Prestressed mono-block sleepers. BS EN 13230-2. London: British Standards Institution.
BSI (British Standards Institution). 2011. Railway applications; track - rail. Part 1: Vignole railway rails and above. BS EN 13674-1:2011. London: British Standards Institution.
BSI (British Standards Institution). 2013. Aggregates for railway ballast. BS EN 13450:2013. London: British Standards Institution.
Dahlberg, T. 2001. “Some railroad settlement models—A critical review.” Proc. Inst. Mech. Eng. Part F J. Rail Rapid Transit 215 (4): 289–300. https://doi.org/10.1243/0954409011531585.
Dahlberg, T. 2010. “Railway track stiffness variations—Consequences and countermeasures.” Int. J. Civ. Eng. 8 (1): 1–12.
Department for Transport. 2013. “Passenger km travelled from statistical data set table RAI0103 (franchised operators only).” Accessed August 6, 2013. https://www.gov.uk/government/statistical-data-sets/rai01-length-of-route-distance-travelled-age-of-stock#table-rai0103.
Fuji Film. 2019. “Fuji Film prescale pressure measurement film.” Accessed January 8, 2019. http://www.fujifilm.com/products/prescale/prescalefilm/.
Hardin, B. O. 1985. “Crushing of soil particles.” J. Geotech. Eng. 111 (10): 1177–1192. https://doi.org/10.1061/(ASCE)0733-9410(1985)111:10(1177).
Hunt, G. 2005. Review of the effect of track stiffness on track performance. London: Rail Safety and Standards Board.
Hunt, G. A. 2000. “EUROBALT optimises ballasted track.” Railway Gaz. Int. 156 (12): 813–816.
Indraratna, B., J. Lackenby, and D. Christie. 2005. “Effect of confining pressure on the degradation of ballast under cyclic loading.” Geotechnique 55 (4): 325–328. https://doi.org/10.1680/geot.2005.55.4.325.
Insa, R., P. Salvador, J. Inarejos, and L. Medina. 2014. “Analysis of the performance of under-sleeper pads in high-speed line transition zones.” Proc. Inst. Civ. Eng. Transp. 167 (2): 63–77. https://doi.org/10.1680/tran.11.00033.
Johansson, A., J. C. O. Nielsen, R. Bolmsvik, and A. Karlstrom. 2006. “Under sleeper pads: Influence on dynamic train-track interaction.” In Proc., 7th Int. Conf. on Contact Mechanics and Wear of Rail/Wheel System, 1479–1487. Brisbane, Australia: Elsevier.
Ju, S.-H., H.-T. Lin, and J.-Y. Huang. 2009. “Dominant frequencies of train-induced vibrations.” J. Sound Vib. 319 (1–2): 247–259. https://doi.org/10.1016/j.jsv.2008.05.029.
Lakusic, S., M. Ahac, and I. Haladin. 2010. “Experimental investigation of railway track with under sleeper pad.” In Proc., 10th Slovenian Congress on Road and Traffic, 386–393. Ljubljana: Družba za Raziskave v Cestni in Prometni Stroki Slovenije (DRC).
Laryea, S., M. Safari Baghsorkhi, J. F. Ferellec, G. R. Mcdowell, and C. Chen. 2014. “Comparison of performance of concrete and steel sleepers using experimental and discrete element methods.” Transp. Geotech. 1 (4): 225–240. https://doi.org/10.1016/j.trgeo.2014.05.001.
Le Pen, L., J. Harkness, A. Zervos, and W. Powrie. 2014. “The influence of membranes on tests of coarse-grained materials at low cell pressures.” In Geomechanics from micro to macro, edited by K. Soga, K. Kumar, G. Biscontin, and M. Kuo. Cambridge, UK: Taylor & Francis.
Le Pen, L., D. Milne, D. Thompson, and W. Powrie. 2016. “Evaluating railway track support stiffness from trackside measurements in the absence of wheel load data.” Can. Geotech. J. 53 (7): 1156–1166. https://doi.org/10.1139/cgj-2015-0268.
Le Pen, L. M., and W. Powrie. 2011. “Contribution of base, crib, and shoulder ballast to the lateral sliding resistance of railway track: A geotechnical perspective.” Proc. Inst. Mech. Eng. Part F J. Rail Rapid Transit 225 (2): 113–128. https://doi.org/10.1177/0954409710397094.
Manalo, A., T. Aravinthan, W. Karunasena, and A. Ticoalu. 2010. “A Review of alternative materials for replacing existing timber sleepers.” Compos. Struct. 92 (3): 603–611. https://doi.org/10.1016/j.compstruct.2009.08.046.
Marsal, R. J. 1967. “Large scale testing of rockfill materials.” J. Soil Mech. Found. Div. 93 (SM 2): 27–43.
Mcdowell, G. R., W. L. Lim, A. C. Collop, R. Armitage, and N. H. Thom. 2005. “Laboratory simulation of train loading and tamping on ballast.” Proc. Inst. Civ. Eng. Transp. 158 (2): 89–95. https://doi.org/10.1680/tran.2005.158.2.89.
Milne, D. R. M., L. M. Le Pen, D. J. Thompson, and W. Powrie. 2017. “Properties of train load frequencies and their applications.” J. Sound Vib. 397: 123–140. https://doi.org/10.1016/j.jsv.2017.03.006.
Morgan, B. 1971. Industrial archaeology civil engineering: Railways. London: Longman Group.
Network Rail. 2005. Network Rail NR/SP/TRK/9039: Business process document formation treatments. London: Network Rail.
Powrie, W. 2014. “On track: The future for rail infrastructure systems.” Proc. Inst. Civ. Eng. Civ. Eng. 167 (4): 177–185. https://doi.org/10.1680/cien.14.00014.
Raymond, G. P. 1978. “Design for railroad ballast and subgrade support.” J. Geotech. Eng. Div. 104 (1): 45–60.
Raymond, G. P. 1987. “Subgrade and ballast requirements for 125-ton cars.” Transp. Res. Rec. 1131: 64–73.
Safari Baghsorkhi, M., S. Laryea, G. Mcdowell, and N. Thom. 2015. “An investigation of railway sleeper sections and under sleeper pads using a box test apparatus.” Proc. Inst. Mech. Eng. Part F J. Rail Rapid Transit 230 (7): 1722–1734. https://doi.org/10.1177/0954409715613818.
Schneider, P., R. Bolmsvik, and J. C. O. Nielsen. 2011. “In situ performance of a ballasted railway track with under sleeper pads.” Proc. Inst. Mech. Eng. Part F J. Rail Rapid Transit 225 (3): 299–309. https://doi.org/10.1177/2041301710392479.
Selig, E. T. and J. M. Waters. 1994. Track geotechnology and substructure management. London: Telford.
Sharpe, P., and C. R. Govan. 2014. “The use of falling weight deflectometer to assess the suitability of routes for upgrading.” In Proc., 2nd Int. Conf. on Railway Technology: Research, Development and Maintenance, edited by J. Pombo. Stirlingshire, UK: Civil-Comp Press.
Shenton, M. J. 1984. “Ballast deformation and track deterioration.” In Track technology, 253–265. London: Thomas Telford.
Stewart, H. E. 1985. “Measurement and prediction of vertical track modulus.” Transp. Res. Rec. 1022: 65–71.
Sussmann, T. R., W. Ebersohn, and E. T. Selig. 2001. “Fundamental nonlinear track load-deflection behavior for condition evaluation.” Transp. Res. Rec. 1742: 61–67. https://doi.org/10.3141/1742-08.
Taylor, H. P. J. 1993. “The railway sleeper: 50 years of pretensioned, prestressed concrete.” Struct. Eng. 71 (16): 281–295.
Tiflex. 2013. “TRACKELAST Specialist rail solutions the high performance solution provider.” Accessed May 23, 2013. http://www.tiflex.co.uk/downloads/TFX-B-TRACKELAST-10092012_A4.pdf.
Timoshenko, S. 1927. “Methods of analysis of statical and dynamical stresses in rails.” In Proc., 2nd Int. Congress of Applied Mechanics, 407–418. Zurich, Switzerland.
TSWG (Track Stiffness Working Group). 2016. “A guide to track stiffness.” In Cross industry track stiffness working group, edited by W. Powrie and L. Le Pen. Southampton, UK: Univ. of Southampton.
Turcke, D. J., and G. P. Raymond. 1979. “Three-dimensional analysis of rail track structure.” Transp. Res. Rec. 733: 1–6.
UIC (International Union of Railways). 2008. UIC Leaflet 713-1R: Recommendations for the use of under sleeper pads-USP. Paris: Union Internationale des Chemins de fer (HQ).
UIC (International Union of Railways). 2009. Under Sleeper Pads—Semelles sous traverses—Schwellenbesohlungen. Paris: Union Internationale Des Chemins De Fer (HQ).
Witt, S. 2008. “The influence of under sleeper pads on railway track dynamics.” Master’s thesis, Dept. of Management and Engineering, Linkoping Univ. Institute of Technology.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 145 • Issue 4 • April 2019
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©2019 American Society of Civil Engineers.
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Received: Mar 12, 2018
Accepted: Sep 17, 2018
Published online: Jan 29, 2019
Published in print: Apr 1, 2019
Discussion open until: Jun 29, 2019
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