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Expansive soils are problematic soils, due to the performances of their clay mineral constituent makes that they exhibit the shrink-swell characteristics of the soil. The direct engineering application of expansive soils make inappropriate to use them in natural form. Hence in an attempt to make them more feasible for construction purposes, numerous materials and techniques have been used to stabilise the soil. In this particular study, the additives and techniques applied for stabilising expansive soils will be focused with respect to their efficiency in improving the engineering properties of the soils. Thus the effective application of improving the characteristics of expansive soil by using different stabilizers in ternary blend for their structural application is studied [6].

DETERMINATION OF BEARING CAPACITY OF BLACK COTTON SOIL STABILISED WITH TERNARY BLEND FOR FIELD APPLICATION