[1] Lim, S. M., Wijeyesekera, D. C., Lim, A. J. M. S., & Bakar, I. B. H. (2014). Critical review of innovative soil road stabilization techniques. International journal of engineering and advanced technology, bhopal, 3(5), 204-211.
[2] Kazemian, S., & Huat, B. B. (2010, December). Assessment of stabilization methods for soft soils by admixtures. 2010 international conference on science and social research (CSSR 2010) (pp. 118-121). IEEE.
[3] Delatte, N. J. (2001). Lessons from Roman cement and concrete. Journal of professional issues in engineering education and practice, 127(3), 109-115.
[4] Tingle, J. S., Newman, J. K., Larson, S. L., Weiss, C. A., & Rushing, J. F. (2007). Stabilization mechanisms of nontraditional additives. Transportation research record, 1989(1), 59-67.
[5] Basu, D., Misra, A., & Puppala, A. J. (2015). Sustainability and geotechnical engineering: perspectives and review. Canadian geotechnical journal, 52(1), 96-113.
[6] Chen, R., Lee, I., & Zhang, L. (2015). Biopolymer stabilization of mine tailings for dust control. Journal of geotechnical and geoenvironmental engineering, 141(2), 04014100.
[7] Anjaneyappa, V., & Amarnath, M. S. (2011). Studies on soils treated with non-traditional stabilizer for pavements. Indian Geotech J, 41(3), 162-167.
[8] Biju, M. S., & Arnepalli, D. N. (2019). Biopolymer-modified soil: prospects of a promising green technology. In Geotechnical Characterisation and Geoenvironmental Engineering (pp. 163-169). Springer, Singapore.
[9] Chang, I., Jeon, M., & Cho, G. C. (2015). Application of microbial biopolymers as an alternative construction binder for earth buildings in underdeveloped countries. International journal of polymer science. Doi: 10.1155/2015/326745
[10] Cole, D. M., Ringelberg, D. B., & Reynolds, C. M. (2012). Small-scale mechanical properties of biopolymers. Journal of Geotechnical and Geoenvironmental engineering, 138(9), 1063-1074. Doi: doi:10.1061/(ASCE)GT.1943-5606.0000680
[11] Cho, G. C., & Chang, I. (2018, August). Cementless soil stabilizer–biopolymer. Proceedings of the 2018 world congress on advances in civil, environmental, & materials research (ACEM18) (pp. 27-31). Songdo Convensia, Incheon, Korea.
[12] Chang, I., Im, J., & Cho, G. C. (2016). Introduction of microbial biopolymers in soil treatment for future environmentally-friendly and sustainable geotechnical engineering. Sustainability, 8(3), 251. Doi:10.3390/su8030251
[13] Vijayan, A., & Vijayan, V. (2018). Study on the strength characteristics of biopolymer on kaolinite clay. International journal of research and scientific innovation, V( XII), 68-71.
[14] Naveena, S. & Reddy, G. S. (2015). Strength characteristics of expansive soils using eco-friendly xanthan gum. International journal of science and research, 6(6), 2443-2445.
[15] Cabalar, A. F., Awraheem, M. H., & Khalaf, M. M. (2018). Geotechnical properties of a low-plasticity clay with biopolymer. Journal of materials in civil engineering, 30(8), 04018170.
[16] Ayeldeen, M., Negm, A., El-Sawwaf, M., & Kitazume, M. (2017). Enhancing mechanical behaviors of collapsible soil using two biopolymers. Journal of rock mechanics and geotechnical engineering, 9(2), 329-339.
[17] Kullayappa, G. & Kumar, S. P. (2018). Experimental study by of soil mixed with guar gum a bio enzyme-(case study). International research journal of engineering and technology, 5(8),
[18] Muguda, S., Booth, S. J., Hughes, P. N., Augarde, C. E., Perlot, C., Bruno, A. W., & Gallipoli, D. (2017). Mechanical properties of biopolymer-stabilised soil-based construction materials. Géotechnique letters, 7(4), 309-314.
[19] Mehmood, E., Ilyas, M., & Farooq, K. (2011). Effect of initial placement conditions on swelling characteristics of expansive soils. Geo-Frontiers 2011: advances in geotechnical engineering (pp. 2397-2403).
[20] Liaqat, N., Awan, N. B., Baig, M. F., Sami, M. F., Aalam, M., & Abbas, S. F. Influence of RHA on Engineering Properties of Medium Plastic Clay. International journal of engineering research and technology (IJERT), 8(10). DOI : http://dx.doi.org/10.17577/IJERTV8IS100101
[21] Khan, S. H. (2019). Use of gypsum and bagasse ash for stabilization of low plastic and high plastic clay. Journal of applied research on industrial engineering, 6(3), 251-267.
[22] ur Rehman, Z., Khalid, U., Farooq, K., & Mujtaba, H. (2018). On yield stress of compacted clays. International journal of geo-engineering. https://doi.org/10.1186/s40703-018-0090-2
[23] Mudgil, D., Barak, S., & Khatkar, B. S. (2014). Guar gum: processing, properties and food applications—a review. Journal of food science and technology, 51(3), 409-418.
[24] Patel, K. C. & Shah, A. J. (2016). Effect of guar and xanthan gum biopolymer on soil strengthening. International journal for scientific research & development, 4(3), 280-283.
[25] Chudzikowski, R. J. (1971). Guar gum and its applications. J Soc Cosmet Chem, 22(1), 43. 10.1016/j.ijbiomac.2016.04.001
[26] Chen, R., Zhang, L., & Budhu, M. (2013). Biopolymer stabilization of mine tailings. Journal of geotechnical and geoenvironmental engineering, 139(10), 1802-1807.