Sustainable Stabilization of Lateritic Soil Using Rice Husk Ash-derived Nano-silica: Effects on Index Properties and Compaction Characteristics

Adah Stanley Oyigocho *

Department of Civil Engineering, Ahmadu Bello University, Zaria, Kaduna State, Nigeria.

Hinafulo Simon Joel

Department of Civil Engineering, University of Calabar, Cross River State, Nigeria.

*Author to whom correspondence should be addressed.


Abstract

The growing need for sustainable materials in geotechnical engineering has encouraged the use of agricultural waste-derived nanomaterials for soil improvement. This study investigated the potential of nano-silica synthesised from rice husk ash (RHA) to improve the index properties and compaction characteristics of lateritic soil. The nano-silica was produced through washing, controlled burning, acid treatment, filtration, drying, ball milling, and calcination at 700 °C. X-ray fluorescence and X-ray diffraction analyses showed that the synthesised nano-silica contained 94.18% SiO₂ and exhibited an amorphous structure. The natural lateritic soil was classified as CL under the Unified Soil Classification System and A-7-6 (10) according to AASHTO, with a liquid limit of 47.2% and a plasticity index of 18.7%. Different proportions of nano-silica were added to the soil, and the treated samples were subjected to Atterberg limits and compaction tests using different compactive efforts. The results showed that nano-silica reduced the plasticity of the lateritic soil, with the plasticity index decreasing from 18.7% to 6.7% at 2.5% nano-silica content. The highest maximum dry densities of 1.57, 1.64 and 1.78 Mg/m³ were obtained at 1.5% nano-silica for British Standard Light, West African Standard and British Standard Heavy compaction, respectively. The corresponding optimum moisture contents were 21.5%, 18.5% and 15.0%. Overall, the findings indicate that rice husk ash-derived nano-silica has good potential for modifying the plasticity and compaction behaviour of weak lateritic soil while providing a sustainable means of converting agricultural waste into a useful geotechnical material.

Keywords: Lateritic soil, rice husk ash, nano-silica, sustainable soil stabilisation, Atterberg limits, compaction characteristics, maximum dry density, optimum moisture content, agricultural waste valorisation, geotechnical engineering


How to Cite

Oyigocho, Adah Stanley, and Hinafulo Simon Joel. 2026. “Sustainable Stabilization of Lateritic Soil Using Rice Husk Ash-Derived Nano-Silica: Effects on Index Properties and Compaction Characteristics”. Asian Soil Research Journal 10 (4):1-17. https://doi.org/10.9734/asrj/2026/v10i4244.

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