Numerical analysis of railway substructure with geocell-reinforced ballast

References

• Agarwal, M.M., 2017. Indian railway track. Delhi: Standard Publishers Distributors. ISBN: 9788190061315.
   Google Scholar
• Boussinesq, J., 1885. Applications des potentiels à l’étude de l’équilibre et mouvement des solides elastiques. Paris: Gauthier–Villard.
   Google Scholar
• Bowles, J.E., 1996. Foundation analysis and design. New York: The McGraw-Hill Companies Inc. ISBN: 9780079122476
   Google Scholar
• Chaney, R., et al., 2000. Elastic modulus of geogrid-reinforced sand using plate load tests. Geotechnical Testing Journal, 23 (2), 245–250
   Web of Science ®Google Scholar
• Cowland, J.W. and Wong, S.C.K., 1993. Performance of a road embankment on soft clay supported on a geocell mattress foundation. Geotextiles and Geomembranes, 12 (8), 687–705. doi:10.1016/0266-1144(93)90046-Q
   Web of Science ®Google Scholar
• Esmaeili, M., et al., 2018. Investigating the effect of geogrid on stabilisation of high railway embankments. Soils and Foundations, 58 (2), 319–332. doi:10.1016/J.SANDF.2018.02.005
   Web of Science ®Google Scholar
• Fattah, M.Y., Mahmood, M.R., and Aswad, M.F., 2017. Experimental and numerical behavior of railway track over geogrid reinforced ballast underlain by soft clay. In: Proceedings of the 1st GeoMEast International Congress and Exhibition, Egypt 2017 on Sustainable Civil Infrastructures, “Recent Developments in Railway Track and Transportation Engineering”, 14, 1–26. doi:10.1007/978-3-319-61627-8_1
   Google Scholar
• Fattah, M.Y., Mahmood, M.R., and Aswad, M.F., 2019. Stress distribution from railway track over geogrid reinforced ballast underlain by clay. Earthquake Engineering and Engineering Vibration, 18 (1), 77–93. doi:10.1007/s11803-019-0491-z
   Web of Science ®Google Scholar
• Hibbitt, H.D., Karlson, B.I., and Sorenson, E.P., 2014. ABAQUS 6.14 analysis user’s manual. Rhode Island: Dassault Systèmes Simulia Corp.
   Google Scholar
• Indraratna, B., et al., 2006. Geotechnical properties of ballast and the role of geosynthetics in rail track stabilisation. Proceedings of the Institution of Civil Engineers-Ground Improvement, 10 (3), 91–101. doi: 10.1680/grim.2006.10.3.91
   Google Scholar
• Kishore Kumar, D. and Sambasivarao, K., 2014. Static and dynamic analysis of railway track sleeper. International Journal of Engineering Research and General Science, 2, 662–671.
   Google Scholar
• Lackenby, J., et al., 2007. Effect of confining pressure on ballast degradation and deformation under cyclic triaxial loading. Géotechnique, 57 (6), 527–536
   Web of Science ®Google Scholar
• Lal, R., Singh, R.C., and Singh, D., 2016. Stress Analysis at contact region of rail-wheel: review. In: Proceedings of the 5th International Symposium on Fusion of Science & Technology, 18–22 January, New Delhi, India.
   Google Scholar
• Leshchinsky, B., Evans, T.M., and Vesper, J., 2016. Microgrid inclusions to increase the strength and stiffness of sand. Geotextiles and Geomembranes, 44 (2), 170–177. doi:10.1016/J.GEOTEXMEM.2015.08.003
   Web of Science ®Google Scholar
• Leshchinsky, B. and Ling, H., 2013a. Effects of geocell confinement on strength and deformation behavior of gravel. Journal of Geotechnical and Geoenvironmental Engineering, 139 (2), 340–352. doi:10.1061/(ASCE)GT.1943-5606.0000757
   Web of Science ®Google Scholar
• Leshchinsky, B. and Ling, H.I., 2013b. Numerical modeling of behavior of railway ballasted structure with geocell confinement. Geotextiles and Geomembranes, 36, 33–43. doi:10.1016/J.GEOTEXMEM.2012.10.006
   Web of Science ®Google Scholar
• Mundrey, J.S., 2009. Railway track engineering. New Delhi: Tata McGraw Hill Education. ISBN: 9781283187824
   Google Scholar
• Pokharel, S.K., et al., June 2009. Experimental study on bearing capacity of geocell-reinforced bases. In: 8th International Conference on Bearing Capacity of Roads, Railways and Airfields, Champaign, IL, USA.
   Google Scholar
• Rajagopal, K., Krishnaswamy, N.R., and Madhavi Latha, G., 1999. Behaviour of sand confined with single and multiple geocells. Geotextiles and Geomembranes, 17 (3), 171–184. doi:10.1016/S0266-1144(98)00034-X
   Google Scholar
• Srinivasan, M., 1969. Modern permanent way. Mumbai: Somaiya Publications. ISBN: 9780856260797.
   Google Scholar
• Van Dyk, B.J., et al., 2017. Evaluation of dynamic and impact wheel load factors and their application in design processes. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 231(1), 33–43. doi:10.1177/0954409715619454
   Google Scholar
• Yetimoglu, T., Wu, J.T.H., and Saglamer, A., 1994. Bearing capacity of rectangular footings on geogrid‐reinforced sand. Journal of Geotechnical Engineering, 120 (12), 2083–2099. doi:10.1061/(ASCE)0733-9410(1994)120:12(2083)
   Google Scholar