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DETERMINATION OF OPTIMUM VALUE OF STABILISER FOR STABILISATION OF BLACK COTTON SOIL USING CEMENT, GGBFS AND METAKAOLIN
2020
International Journal of Engineering Applied Sciences and Technology
India is a country of different types of soil, of which the black cotton soils (BC soil) are one of the major soil deposits. BC soils are seldom used to support buildings or pavements because of its complicated behaviour. Generally, BC soils have a very low bearing capacity and high swelling and shrinkage characteristics when it is saturated and because of its higher degree of compressibility resulting in settlements, and subsequently leading to failure. But due to the lack of space for the
doi:10.33564/ijeast.2020.v04i09.013
fatcat:6wwzxp7s7bhvzkv5vehwkfikhu