An Experimental Study on Stabilization of Clayey Soil Using SCBA

In developing countries like India, due to remarkable development in road infrastructure, soil stabilization has become a major issue in constructional activity, stabilization is not only a method of altering or modifying of one or more soil properties to improve the engineering. Characteristics and performance of soil, but also processing available materials for the production of low cost design and construction. Black cotton soils which expand when the moisture content of soils is increased the clay mineral Montmorillonite is main responsible for expansive characteristics of the soil. the expansive soils called swelling of soils or black cotton soils a large part of south India is covered with expansive soil another problem with this soil is strength decreases with increases of the degree of saturation heavy damages may occur buildings roads runways pipelines and other structures built on such soils if proper preventive measures are not a method. The damages can be prevented to a large extent if characteristics of expansive soil properly assessed suitable measures taken in design construction and maintenance of structures built on soils. This presents an experimental investigation to study the effect of sugarcane baggage ash on swelling and shrinkage and mechanical properties of soil. After finding out the experimental results in the lab to know the evaluation and performance of baggage ash on the black cotton soil in the laboratory. Black cotton soil and Sugar cane baggage ash have prepared by varying of different proportions with respect to dry the density. P. Cheenakesavalu | P. Praveen Kumar "An Experimental Study on Stabilization of Clayey Soil Using SCBA" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-5 , August 2019, URL: https://www.ijtsrd.com/papers/ijtsrd26443.pdfPaper URL: https://www.ijtsrd.com/engineering/structural-engineering/26443/an-experimental-study-on-stabilization-of-clayey-soil-using-scba/p-cheenakesavalu