This paper is published in Volume-11, Issue-2, 2025
Area
Civil Engineering
Author
Dinesh Patil, Shubham Janwade, Aviraj Jadhav, Ashish Ghogare, Vrashabh Gurav, Sagar E. Bhoyar
Org/Univ
Sinhgad Institute of Technology and Science, Narhe, Pune, Maharashtra, India
Keywords
Black Cotton Soil, Sea Shell Powder, Steel Slag, Pavement Design.
Citations
IEEE
Dinesh Patil, Shubham Janwade, Aviraj Jadhav, Ashish Ghogare, Vrashabh Gurav, Sagar E. Bhoyar. Experimental Study On Stabilization of Subgrade Soil And Pavement Design, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.
APA
Dinesh Patil, Shubham Janwade, Aviraj Jadhav, Ashish Ghogare, Vrashabh Gurav, Sagar E. Bhoyar (2025). Experimental Study On Stabilization of Subgrade Soil And Pavement Design. International Journal of Advance Research, Ideas and Innovations in Technology, 11(2) www.IJARIIT.com.
MLA
Dinesh Patil, Shubham Janwade, Aviraj Jadhav, Ashish Ghogare, Vrashabh Gurav, Sagar E. Bhoyar. "Experimental Study On Stabilization of Subgrade Soil And Pavement Design." International Journal of Advance Research, Ideas and Innovations in Technology 11.2 (2025). www.IJARIIT.com.
Dinesh Patil, Shubham Janwade, Aviraj Jadhav, Ashish Ghogare, Vrashabh Gurav, Sagar E. Bhoyar. Experimental Study On Stabilization of Subgrade Soil And Pavement Design, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.
APA
Dinesh Patil, Shubham Janwade, Aviraj Jadhav, Ashish Ghogare, Vrashabh Gurav, Sagar E. Bhoyar (2025). Experimental Study On Stabilization of Subgrade Soil And Pavement Design. International Journal of Advance Research, Ideas and Innovations in Technology, 11(2) www.IJARIIT.com.
MLA
Dinesh Patil, Shubham Janwade, Aviraj Jadhav, Ashish Ghogare, Vrashabh Gurav, Sagar E. Bhoyar. "Experimental Study On Stabilization of Subgrade Soil And Pavement Design." International Journal of Advance Research, Ideas and Innovations in Technology 11.2 (2025). www.IJARIIT.com.
Abstract
This paper presents an experimental study aimed at stabilizing black cotton soil using a sustainable and cost-effective combination of steel slag and seashell powder. The objective is to enhance its engineering properties, particularly the California Bearing Ratio for applications in road construction. The untreated black cotton soil, having a CBR of 5.8%, showed a significant improvement with the addition of 25% stabilizer mix, achieving a peak CBR value of 11.6%. The study emphasizes the dual benefits of improving soil properties while utilizing industrial and marine waste materials, promoting eco-friendly construction practices.
