Pavement failure remains a critical issue in Nigeria, significantly affecting road safety, economic activities, and infrastructure longevity. This study investigates the causes of flexible pavement deterioration in Nigeria, focusing on subgrade soil properties, drainage conditions, material quality, and traffic loading. Through field investigations and laboratory tests including compaction, sieve analysis, moisture content, and California Bearing Ratio (CBR) tests soil samples from three boreholes (BH1, BH2, BH3) were analyzed.
Results revealed that BH1, with a maximum dry density (MDD) of 1.92 g/cm³, optimum moisture content (OMC) of 11.28%, and 32% clay content, exhibited the best compaction and stability, making it suitable for construction. BH2 (MDD: 1.79 g/cm³, OMC: 14.73%, clay: 54.3%) showed moderate suitability but required stabilization due to high plasticity. BH3 (MDD: 1.60 g/cm³, OMC: 19.05%, clay: 35%) was deemed unsuitable without significant improvement.
The study highlights the importance of proper material selection, soil stabilization, and drainage systems to mitigate pavement failure. Recommendations include enforcing construction standards, adopting stabilization techniques, and implementing routine maintenance to enhance road durability and sustainability.
Complete research article with detailed methodology, results, and references.
APA Style:
Segun, B., Jimoh, A., & Gbadamosi, O. (2025). Geotechnical Evaluation of Subgrade Soil Properties and Their Impact on Pavement Failure: A Case Study of Ugbowo, Benin City, Nigeria. International Journal of Advanced Research in Engineering and Related Sciences, 1(5), 37-44.
IEEE Style:
B. Segun, A. Jimoh, and O. Gbadamosi, "Geotechnical Evaluation of Subgrade Soil Properties and Their Impact on Pavement Failure: A Case Study of Ugbowo, Benin City, Nigeria," International Journal of Advanced Research in Engineering and Related Sciences, vol. 1, no. 5, pp. 37-44, 2025.