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, [S. l.], v. 1, n. 3, p. 244–257, 2026. Disponível em: https://sovereignresearch.org/technema/article/view/307. Acesso em: 12 sep. 2026.