The Effect of Stabilizing the California Bearing Ratio (CBR) and Unconfined Compression Strength (UCS) of Clay Soil Using Fly Ash and Slacked Lime. Technema [Internet]. 2026 Sep. 3 [cited 2026 Sep. 12];1(3):244-57. Available from: https://sovereignresearch.org/technema/article/view/307