An Experimental Study On Stabilization Of Clayey Soil Reinforced With Banana Fibre

Abstract

This study investigates the potential of banana fibre as a sustainable reinforcement material for stabilizing clayey soil. The research examines the effects of varying percentages of banana fibre on the geotechnical properties of clayey soil, including its compressive strength, shear strength, and California Bearing Ratio (CBR). Experimental procedures involved the preparation of soil samples with banana fibre content ranging from 0% to 2% by weight, subjected to a series of standardized geotechnical tests. Results indicate that the addition of banana fibre significantly improves soil strength parameters, with optimal performance observed at 1.5% fibre content. The study contributes to the growing body of knowledge on eco-friendly soil stabilization techniques and offers insights into the practical applications of agricultural waste in geotechnical engineering.