Enhancing the Geotechnical Properties of Lateritic Soil Using Binary Composite of Periwinkle Shell Ash and Steel Slag for Highway Construction

Abstract

This study investigates the potential of Periwinkle Shell Ash (PSA) and Steel Slag (SS) as eco-friendly stabilizers for lateritic soils used in highway construction. Laboratory tests, including Atterberg limits, Proctor compaction, California Bearing Ratio (CBR), and Unconfined Compressive Strength (UCS), were performed on natural soil and soil-stabilizer blends. Results indicate that PSA and SS significantly enhance soil strength, with optimal performance observed at 15–20% replacement levels. This binary composite reduces plasticity, increases load-bearing capacity, and offers a sustainable alternative to conventional stabilizers in Nigeria’s road construction sector.

Country : Nigeria

1 Adebanwi, A. Adesina2 Osuolale, O. Michael

  1. Civil Engineering Department, Federal Polytechnic Ile-Oluji, Ondo State, Nigeria
  2. Civil Engineering Department, Ladoke Akintola University of Technology Ogbomoso, Oyo State, Nigeria

IRJIET, Volume 9, Issue 10, October 2025 pp. 115-121

doi.org/10.47001/IRJIET/2025.910015

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