The effectiveness of lime, rice husk ash, and coir fibre as environmentally friendly
soil stabilizers in enhancing the engineering qualities of black cotton soil is one of
the most extensive and troublesome soils found in Chittur Taluk, Kerala is
examined in this study. The experimental program involved determining
physical, index, compaction, and strength characteristics of soil treated with
various proportions of lime (5-15%), RHA (5-15%), and coir fibre (0.25-1%).
Relative density, Fineness Modulus, Atterberg Limits, Standard Proctor Test, CBR,
UCS, and Direct Shear Test are some of the tests conducted. Results showed that
lime was highly effective in reducing plasticity and improving compaction and
strength characteristics, although the maximum improvement, with the highest
MDD, CBR, UCS, and shear strength, was obtained for 15% lime. Because of the
pozzolanic reactions, RHA showed a moderate improvement in soil properties,
including increased workability and stability. The best results were seen at a 15%
replacement level. By decreasing the brittleness of the stabilized soil matrix, coir
fibre greatly improved ductility while only slightly increasing strength. Finally,
lime is found to be the most effective stabilizer, and RHA and coir fibre provided some supplementary eco-friendly benefits. The combined findings show the potential of these locally available stabilizers in providing cost-effective, durable, and sustainable solutions for expansive soil improvement.
Keywords: Black cotton soil; Soil stabilization; Lime; Rice husk ash (RHA); Coir fibre.
