In the eld practice, industrial wastes are recommended for use in construction to achieve both environmental and economic bene ts. A novel technique of supplementing lime to the black cotton soil stabilized with bagasse ash is adopted to overcome the shortcomings of the black cotton soil stabilized with bagasse ash alone. The experiments have been conducted by adding lime to the black cotton soil mixed with varied percentages i.e., 0%, 5%, 10%, 15% and 20% of bagasse ash to ameliorate the properties of black cotton soil stabilized along with bagasse ash. Microstructural characterisation is done by X-ray Diffraction, Energy Dispersive X-Ray Spectroscopy coupled Field emission the scanning electron microscopy (FE-SEM) and Fourier Transform Infrared (FTIR) analyses were done to examine the changes caused by the additives. This phenomenon is keenly examined with FE-SEM images by analysing them using digital imaging technique. The imaging technique carried out using Image J, depicts the reduction in void spaces and identi ed that lime has a perceptible in uence in the formation of stable and dense structure of black cotton soil stabilized with bagasse ash rather than stabilizing the black cotton soil with bagasse ash alone. In extension to these studies new technique in analysing the shrinkage properties using Python was proposed and the results have been upheld with Image J measurements. Based on the analysis of experimental results, it was found that with inculcation of portlandite rich hydrated lime, better reactivity is resulted in enhancing the engineering characteristics of the black cotton soil rather than utilization of bagasse ash alone in the stabilization of black cotton soil