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{"references": ["Sunny, T., & Joy, A. (2016). Study on the effects of marine clay stabilized with banana fibre. International Journal of Scientific Engineering and Research (IJSER), 4(3), 96-98.", "Dhanya, P., Ramya, K.(2016). Strength characteristics of Kuttanad soil treated with quarry dust , International Journal of Advanced Research Trends in Engineering and Technology,23(3).", "Sujatha, E. R., Sai, S., Prabalini, C., & Aysha, Z. F. (2017). Influence of random inclusion of coconut fibres on the short term strength of highly compressible clay. In IOP Conf Series (Vol. 2017, pp. 1-6).", "Goud, G. N., Hyma, A., Chandra, V. S., & Rani, R. S. (2018, March). Expansive soil stabilization with coir waste and lime for flexible pavement subgrade. In IOP Conference Series: Materials Science and Engineering (Vol. 330, No. 1, p. 012130). IOP Publishing."]}
The process of stabilizing soil has been practiced by our ancestors from time immortal and is continuing now also. Soil stabilization deals with different methods done for modifying the engineering properties of soil. In this work, properties of Kuttanad soil is improved by using Saltwater cord grass fibres of 2cm length and mean diameter 0.07cm. The tests performed include compaction and UCS tests. In order to stabilize soil, amount of fibre is kept constant as 0.5% and varying lime contents (2%, 4%, 6% & 8%) is added to soil. The optimum lime content was 6%. The longevity of fibres is also evaluated by subjecting it to continuous immersion in water and lime solution.
Kuttanad soil, salt water cord grass, lime, UCS test, longevity
Kuttanad soil, salt water cord grass, lime, UCS test, longevity
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