• anirban Chakraborty
• Dr. Hemant Sood

Majority of Indian highways are flexible pavements. The conventional type flexible pavements have granular base course over which bituminous courses are laid. These pavements have no or very negligible flexural strength instead they are flexible in nature. As per IRC 37-2018, Cement Treated Base for flexible pavement is permitted. In this study a Major District Road (MDR) namely Teesta Mahananda Link Canal (TMLC) Road at Jalpaiguri District in West Bengal is selected. The base and sub-base layers of the selected road are granular type. In this study an attempt is made to design the flexible pavement with Cement Treated Base as per the IRC 37-2018 and analysis of the flexible pavement is done with the help of IITPAVE software. The economic comparison is also done between the Cement Treated Base and the granular type.

Flexible pavement, Cement Treated Base, IITPAVE, IRC 37-2018.

"Design and analysis of Cement Treated Base for Flexible Pavement as per IRC 37-2018.", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.9, Issue 11, page no.a984-a994, November-2022, Available :http://www.jetir.org/papers/JETIR2211112.pdf

"Design and analysis of Cement Treated Base for Flexible Pavement as per IRC 37-2018.", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.9, Issue 11, page no. ppa984-a994, November-2022, Available at : http://www.jetir.org/papers/JETIR2211112.pdf