Abstract
In present days, properties of water in the soil are a common issue in soil stabilization. Clay soil hard to designing and processing by low bearing limit, high shrinkage and swell qualities and high dampness defencelessness. Stabilisation of this soil is a standard practice for enhancing the strength. The physical properties of the dirt were resolved according to IS specifications. It is finely divided build up coming about because of the ignition of ground or powdered coal from electric creating plants. It has high water retention capacity. Lime for the investigation is locally available. In this test programme, without added substances dirt was tried to discover the optimum moisture content, unconfined compression test, direct shear test, liquid limit and plastic limit, and moisture content. Fly ash and lime were included in variant proportions.
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