Experimental Study of Geotextile Effect on Improving Soil Bearing Capacity in Aggregate Surfaced Roads
 Salih K. Shabana, Anshi C., Parambath Shamseera, T. M Shyamili, V. Sruthi, 2014, “Study on CBR Values of Soil with Crushed Coconut Shells, International Journal of Advanced Engineering Technology, Vol. 5(3), 55-58.
 Subaida, E.A., Chandrakaran, S., Sankar, N. 2009. Laboratory Performance of Unpaved Roads Reinforced with Woven Coir Geotextiles. Geotextiles and Geomembranesvol.27, 204–210.
 Deb, K., Konai, S., 2014.Bearing Capacity of Geotextile-Reinforced Sand with Varying Fine Fraction. Geomechanics and Engineering.Vol. 6, No. 1.33-45.
 Elshakankery, M.H., Almetwally, A.A., Tawfik, K.A. 2013. Experimental Study of Bearing Capacity for Egyptian Soils Reinforced by Geotextiles. Journal of Applied Sciences Research. 9(3), 2378-2385.
 Chauhan, M.S., Mittal, S., Mohanty, B., 2008. Performance Evaluation of Silty Sand Subgrade Reinforced with Fly Ash and Fibre. Geotextiles and Geomembranes 26(5), 429–435.
 Lekha, K.R., Kavitha, V., 2006. Coir Geotextile Reinforced Clay Dykes for Drainage of low-lying areas. Geotextiles and Geomembranes 24 (1), 38–51.
 Datye, K.R., Gore, V.N., 1994. Application of Natural Geotextiles and Related Products. Geotextiles and Geomembranes 13 (6/7), 371–388
 Ghosh, A., Bera, A.K., 2005. Bearing Capacity of Square Footing on Pond Ash Reinforced with Jute-Geotextile. Geotextiles and Geomembranes 23 (2), 144–173.
 Mandal, J.N., 1987.Geotextiles in India. Geotextiles and Geomembranes 6 (4), 253–274.
 Ranganathan, S.R., 1994. Development and Potential of Jute Geotextiles. Geotextiles and Geomembranes 13 (6/7), 421–433.
 Sanyal, T., Chakraborty, K., 1994. Application of a Bitumen-Coated Jute Geotextile in Bank-Protection Works in the Hooghly Estuary. Geotextiles and Geomembranes13 (2), 67–132.
 Rao, G.V., Balan, K. (Eds.), 2000. Coir Geotextiles – Emerging Trends. The Kerala State Coir Corporation Ltd (Publishers), Alappuzha, Kerala.
 Koerner RM. Designing with geosynthetics. New Jersey: Prentice- Hall, Inc.; 1998.
 Robnett QL, Lai JS. 1980. Fabric-Reinforced Aggregate Roads Overview. Transportation Research Records;875:42–50.
 Phillips, K.J., Ghosh, T.K., 2003. The technology of polypropylene tape yarns: processing and applications. In: Harrison, (Ed.), Textile Progress, vol. 33(1), 38–46.
 Noorzad, R., Mirmoradi, S.H., 2010. Laboratory Evaluation of the Behavior of a Geotextile Reinforced Clay. Geotextiles and Geomembranes 28, 386-392.
 Lafleur, J., Sall, M., Ducharme, A., 1987. Frictional Characteristics of Geotextiles with Compacted Lateritic Gravels and Clays. Proceedings of Geosynthetics 87 (1), 205–215.
 Unnikrishnan, N., Rajagopal, K., Krishnaswamy, N.R., 2002. Behavior of reinforced clay under monotonic and cyclic loading. Geotextiles and Geomembranes 20, 117–133.
 Basu, G., Roy, A.N., Bhattacharyya, S.K., Ghosh, S.K., 2009. Construction of Unpaved Rural Road Using Jute–Synthetic Blended Woven Geotextile – A case study. Geotextiles and Geomembranes 26, 506-512.
 Aiban SA, Al-Amoudi OSB, Ahmad I, Al-Abdul Wahhab HI., 1998. Reinforcement of a Saudi sabkha soil using geotextiles. Proceedings of the sixth international conference on geosynthetics, vol. 2, Atlanta, Georgia, USA, March, pp. 805–10.
 Ramaswamy SD, Aziz MA. Jute Fabric in Road Construction. Proceedings of the second international conference on geotextile, Las Vegas, USA, 1982. p. 359–62.
 Resl, S., Werner, G., (1986) The Influence of Nonwoven Needle- Punched Geotextiles on the Ultimate Bearing Capacity of the Subgrade, Proceedings of the Third International Conference on Geotextiles, Vienna, Vol. 4, pp. 1009– 1013.
 Naeini, S. A., Mirzakhanlari, M., 2008.The Effect of Geotextile and Grading on the Bearing Ratio of Granular Soils, EJGE, Vol 13.
 Minu, Michael, Vinod, P., 2009 “California bearing ratio of coir geotextile reinforced subgrade” 10th National conference on technological trends (NCTT 09), 63-67.
 Bergado, D. T., Youwai, S., Hai, C. N. and Vootipruex, P. (2001), “Interaction of Nonwoven Needle-Punched Geotextiles under Axisymmetric Loading Conditions”, Geotextile and Geomembranes 19, 299-328.