“The Effect of Stabilizing the California Bearing Ratio (CBR) and Unconfined Compression Strength (UCS) of Clay Soil Using Fly Ash and Slacked Lime”, Technema, vol. 1, no. 3, pp. 244–257, Sep. 2026, Accessed: Sep. 12, 2026. [Online]. Available: https://sovereignresearch.org/technema/article/view/307