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Stabilization of black cotton soil and loam soil using reclaimed asphalt pavement and waste crushed glass

Publication Type : Journal Article

Publisher : Materials Today

Source : Materials Today: Proceedings, Volume 24, p.379-387 (2020)

Url : https://www.sciencedirect.com/science/article/pii/S2214785320329114

Keywords : black cotton soil, California bearing ratio, Loam soil, Reclaimed Asphalt Pavement, Stabilization, Waste Crushed Glass

Campus : Coimbatore

School : School of Engineering

Department : Civil

Year : 2020

Abstract : Stabilization of soil to attain required engineering properties can be done either by mechanical or chemical stabilization. Most of these methods are relatively expensive to implement in practice and the best way is the usage of locally available materials. The present paper reports the stabilization of black cotton soil and loam soil with varying percentages of Reclaimed Asphalt Pavement (RAP) and waste crushed Glass (WCG). Various properties such as maximum dry density, optimum moisture content, and California Bearing Ratio (CBR) are analysed and the results are compared with red soil. Investigations are performed using percentages of Reclaimed Asphalt Pavement (RAP) at 30%, 50%, 55%, 60%, 65% and Waste Crushed Glass (WCG) at 5%. The results showed that there was an appreciable increase in strength and CBR values by the addition of RAP and WCG. The paper proved the effectiveness of proposed method for construction of pavements in village roads with reduced thickness.

Cite this Research Publication : R. C. Kumar, Gadekari, R. Sai, Vani, G., and Dr. Mini K. M., “Stabilization of black cotton soil and loam soil using reclaimed asphalt pavement and waste crushed glass”, Materials Today: Proceedings, vol. 24, pp. 379-387, 2020.

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