References

• Abu-Farsakh M.Y., Chen Q., Yoon S., (2008), “Use of Reinforced Soil Foundation (RSF) to Support Shallow Foundation”, Louisiana Department of Transportation and Development, Louisiana Transportation Research Center. google scholar
• ASTM D 422-00: “Standard test method for particle size-analysis of soils”, American Society for Testing and Materials. google scholar
• ASTM D 4318-00, “Standard test methods for liquid limit, plastic limit, and plasticity index of soils”, American Society for Testing and Materials. google scholar
• ASTM D 854-00: “Standard test method for specific gravity of soil solids by pycnometer”, American Society for Testing and Materials. google scholar
• Awoleye, E. O. A. (1993). “Ballast type - Ballast Life Predictions”. Derby, British Rail Research LR CES 122, October 1993. google scholar
• Chan W.K. (1990), “Permanent Deformation Resistance of Granular Layers in Pavement”, Ph.D. Thesis, University of Nottingham, United Kingdom. google scholar
• Chen Q., (2007), “An Experimental Study on Characteristics and Behavior of Reinforced Soil Foundation”, Ph.D. Thesis, Louisiana State University and Agricultural and Mechanical College, Department of Civil and Environmental Engineering. google scholar
• Fattah M. Y., Al-Baghdadi W., Omar M. and Shanableh A., (2010), “Analysis of Strip Footing Resting on Reinforced Granular Trench by the Finite Element Method”, International Journal of Geotechnical Engineering, Vol. 01, 4, pp. 471-482. google scholar
• Fattah, M. Y., Mahmood, M. R., Aswad, M. F., (2019), “Stress Distribution from Railway Track over Geogrid Reinforced Ballast underlain by Clay”, Earthquake Engineering and Engineering Vibration, Vol. 18, No. 1, pp. 77-93, Springer. google scholar
• Fattah, M. Y., Mahmood, M. R., and Aswad, M. F., (2020), “Effect of Track Speed on the Behavior of Railway Track Ballast System underlain by Clay”, IOP Conference Series Materials Science and Engineering 737:012094, Fourth International Conference on Buildings, Construction and Environmental Engineering – BCEE4, Istanbul - Turkey October 7 – 9, 2019, DOI: 10.1088/1757-899X/737/1/012094. google scholar
• Geeta B., Bhadoriya S. S. and Sleem A., (2013), “Model Studies on Footing Beam Resting on Geogrid Reinforced Soil Bed”, International Conference on Recent Trends in Applied Sciences with Engineering Applications, Vol.3, No.6, pp. 1-6. google scholar
• Haas R., Walls J. and Carroll R.G., (1988), “Geogrid Reinforcement of Granular Bases in Flexible Pavements”, Transport Research Record 1188. google scholar
• Hayano K., Ishii K. and Muramoto K., (2013), “Effects of Ballast Thickness and Tie-tamper Repair on Settlement Characteristics of Railway Ballasted Tracks”, The 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, pp. 1275-1282. google scholar
• Heidari M. and El Naggar M. H., (2010),”Using Reinforced Soil Systems in Hammer Foundations”, Proceedings of the Institution of Civil Engineers, Ground Improvement 163, GI2, pp. 121–132. google scholar
• Milligan, G.W.E. and Love, J.P. (1984), “Model Testing of Geogrids under an Aggregate Layer on Soft Ground”, Proceedings of Conference on Polymer Grid Reinforcement, Thomas Telford. London. UK, pp. 128 – 138. google scholar
• Paute J. L., Hornych P., and BenabenJ. P., (1996),”Repeated Load Triaxial Testing of Granular Materials in the French Network of Laboratories des Ponts et Chausse ́es”, Flexible Pavements, Proc., Eur. Symp. Euroflex 1993, A. G. Correia, ed., Balkema, Rotterdam, the Netherlands, pp. 53–64. google scholar
• Raymond G.P., (2001), “Reinforced Ballast Behavior Subjected to Repeated Loading”, Geotextiles and Geomembranes 20, pp. 39-61. google scholar

Citations