Enhancing Cement Stabilization for Lateritic Soil in the Takie Area of Ogbomoso

Abstract

The study investigates "Optimizing Cement Stabilization for Lateritic Soil in the Takie Area of Ogbomoso" and presents a comprehensive analysis of geotechnical properties. The research encompassed particle size determination and Atterberg limits testing to classify the samples, primarily composed of lateritic soil. The results detailed the particle size distribution and indicated the soil’s composition, predominantly sand with gravel and unaccounted finer silt content. The Atterberg limits testing revealed variations in plastic and liquid limits across different cement percentages. Additionally, dynamic and static compaction tests were performed, indicating Optimum Moisture Content (OMC) and Maximum Dry Density (MDD). The static compaction involved replacing proportions of bulk sand with cement for each percentage addition. The study achieved its objective of understanding soil properties for stabilization purposes, offering insights into the impact of varying cement content on soil characteristics and compaction. The abstract emphasizes the comprehensive investigation into lateritic soil properties and the influence of cement stabilization, vital for engineering applications in the Takie area of Ogbomoso. Keywords: Lateritic Soil, Cement Stabilization, Geotechnical Properties, Atterberg Limits, Compaction Testing Aims Research Journal Reference Format: Obakin, O.A. & Oladunmoye, O.M. (2022): Enhancing Cement Stabilization for Lateritic Soil in the Takie Area of Ogbomoso. Advances in Multidisciplinary and Scientific Research Journal Vol. 8. No. 4. Pp 1-10. www.isteams.net/aimsjournal. dx.doi.org/10.22624/AIMS/V8N4P1