Vera Karla S. Caingles

Faculty of Civil Engineering, University of Science and Technology of Southern Philippines, Cagayan de Oro City, Philippines

Edgem Lloyd S. Balabis

Faculty of Civil Engineering, University of Science and Technology of Southern Philippines, Cagayan de Oro City, Philippines

DOI: https://doi.org/10.14456/apst.2025.17

Keywords: Base coarse materials Mangima stone Materials engineering Sugarcane bagasse ash


Abstract

The demand for base coarse materials has increased as a result of the fast growth in road infrastructure development, imposing stress on the available resources. To address this problem, this study explores the viability of using Portland cement, sugarcane bagasse ash, and Mangima aggregate as the fundamental components for road bases.  An extensive number of laboratory experiments, including the Sieve Analysis Test, Liquid Limit and Plastic Limit Test, Abrasion Test, Modified Proctor Test, California Bearing Ratio (CBR), and Unconfined Compression Strength (UCS). Stabilized base coarse composed of two sets, control mix: (Mangima stone + soil + cement) and design mix (Mangima stone + soil + cement + varying amount of sugarcane bagasse ash (SCBA) of 1%, 2%, 3%, and 4%). Results revealed that the mixture of 3% sugarcane bagasse ash and 6% cement yielded the highest Maximum Dry Density (MDD), CBR, and UCS values of 2101 kg/m3, 102.6%, and 102.6psi, respectively Hence, the results of this study indicate that 100% Crushed Mangima aggregate replacement, combined with 6% cement and 3% SCBA can indeed be considered as a viable alternative coarse aggregate for road base applications. Moreover, further study on increasing the amount of SCBA while decreasing the amount of cement is recommended.


How to Cite

Caingles, V. K. S., & Balabis, E. L. S. (2025). Strength properties of crushed Mangima Stone as coarse aggregate for pavement base materials stabilized with sugarcane bagasse ash. Asia-Pacific Journal of Science and Technology30(02), APST–30. https://doi.org/10.14456/apst.2025.17


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