SOIL STABILITY BY USING RICE HUSK ASH

Abstract

Today, it is relatively typical for infrastructure development to take place on unstable ground. Because of this, building on unsuitable ground is inevitable, and preparing the ground for development is a difficult problem for geotechnical engineers. Getting beyond the Geotechnical applications' troublesome soil issues can be challenging, but it can also be safe. On the other side of the disposal of solid waste, an effort is made in this study to investigate the solid waste may be used to enhance the engineering behavior of problematic soil. In the current experiment, the type of solid waste used for stabilization is rice husk ash. Chosen to investigate the effects of the same on the engineering qualities and index of problematic soil. Different ratios of soil are mixed with rice husk ash, including 5%, 10%, and 15%, these proportions were subjected to numerous testings’, and an optimal proportion was found.