“The Effect of Stabilizing the California Bearing Ratio (CBR) and Unconfined Compression Strength (UCS) of Clay Soil Using Fly Ash and Slacked Lime”. Technema: Journal of Intelligent Engineering and Computing, vol. 1, no. 3, Sept. 2026, pp. 244-57, https://sovereignresearch.org/technema/article/view/307.