Stabilisation of Vermi-Remediated Crude Oil-Contaminated Lateritic Soil with Portland Limestone Cement for Road Subgrade Application in the Niger Delta Region, Nigeria

Crude oil contamination of lateritic soils is a pervasive geotechnical and environmental crisis in Nigeria's Niger Delta, rendering vast land areas unsuitable for road construction. This study investigates a two-stage treatment strategy combining vermi-remediation using the African Nightcrawler (Eudrilus eugeniae) followed by Portland Limestone Cement (PLC) stabilisation for rehabilitating crude oil-contaminated lateritic soil for road subgrade application. Approximately 250 kg of lateritic soil collected from Shika, Zaria, Kaduna State was contaminated with Bonny Light crude oil at 8% by dry weight and subjected to vermi-remediation at a density of 50 worms/kg for 30 days, achieving a Total Petroleum Hydrocarbon (TPH) removal efficiency of 26.67%, reducing average TPH from 4,467 mg/kg to 3,300 mg/kg. The vermi-remediated crude oil-contaminated (VRCOC) soil was subsequently stabilised with 0%, 2%, 4%, 6%, and 8% PLC under three compaction standards: British Standard Light (BSL), West African Standard (WAS), and British Standard Heavy (BSH). Key geotechnical parameters evaluated include index properties, compaction characteristics (Maximum Dry Density, MDD; Optimum Moisture Content, OMC), Unconfined Compressive Strength (UCS) at 7, 14, 21, and 28 days, California Bearing Ratio (CBR) in soaked and unsoaked conditions, durability under wetting-drying cycles, and microstructural analysis by Scanning Electron Microscopy (SEM). Results demonstrate that 6% PLC under BSH compaction produced the optimal combination, achieving 28-day UCS of 715.84 kN/m², unsoaked CBR of 124.58%, soaked CBR of 71.30% at 2.5 mm penetration, and MDD of 1.83 Mg/m³—all exceeding the Federal Ministry of Works and Housing (FMWH, 1997) and NIS 6:2020 thresholds for road subgrade materials. SEM analysis confirmed progressive development of interlocking calcium silicate hydrate (C–S–H) and calcium aluminate hydrate (C–A–H) gels over the curing period. The combined vermi-remediation and cement stabilisation strategy offers a sustainable, eco-friendly, and technically viable pathway for transforming petroleum-contaminated lateritic soils into high-performance road subgrade materials.

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Publication Details

Journal
Iconic Research and Engineering Journals
Published
2026-06-30
DOI
https://doi.org/10.64388/irev9i12-1719362
Primary Topic
Landfill Environmental Impact Studies
Type
article
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article

Stabilisation of Vermi-Remediated Crude Oil-Contaminated Lateritic Soil with Portland Limestone Cement for Road Subgrade Application in the Niger Delta Region, Nigeria

Kabiru Adebayo, John E. Sani, George Moses, Yakubu Victor
Iconic Research and Engineering Journals
Landfill Environmental Impact Studies
article

Stabilisation of Vermi-Remediated Crude Oil-Contaminated Lateritic Soil with Portland Limestone Cement for Road Subgrade Application in the Niger Delta Region, Nigeria

Kabiru Adebayo, John E. Sani, George Moses, Yakubu Victor
article en

Abstract

Crude oil contamination of lateritic soils is a pervasive geotechnical and environmental crisis in Nigeria's Niger Delta, rendering vast land areas unsuitable for road construction. This study investigates a two-stage treatment strategy combining vermi-remediation using the African Nightcrawler (Eudrilus eugeniae) followed by Portland Limestone Cement (PLC) stabilisation for rehabilitating crude oil-contaminated lateritic soil for road subgrade application. Approximately 250 kg of lateritic soil collected from Shika, Zaria, Kaduna State was contaminated with Bonny Light crude oil at 8% by dry weight and subjected to vermi-remediation at a density of 50 worms/kg for 30 days, achieving a Total Petroleum Hydrocarbon (TPH) removal efficiency of 26.67%, reducing average TPH from 4,467 mg/kg to 3,300 mg/kg. The vermi-remediated crude oil-contaminated (VRCOC) soil was subsequently stabilised with 0%, 2%, 4%, 6%, and 8% PLC under three compaction standards: British Standard Light (BSL), West African Standard (WAS), and British Standard Heavy (BSH). Key geotechnical parameters evaluated include index properties, compaction characteristics (Maximum Dry Density, MDD; Optimum Moisture Content, OMC), Unconfined Compressive Strength (UCS) at 7, 14, 21, and 28 days, California Bearing Ratio (CBR) in soaked and unsoaked conditions, durability under wetting-drying cycles, and microstructural analysis by Scanning Electron Microscopy (SEM). Results demonstrate that 6% PLC under BSH compaction produced the optimal combination, achieving 28-day UCS of 715.84 kN/m², unsoaked CBR of 124.58%, soaked CBR of 71.30% at 2.5 mm penetration, and MDD of 1.83 Mg/m³—all exceeding the Federal Ministry of Works and Housing (FMWH, 1997) and NIS 6:2020 thresholds for road subgrade materials. SEM analysis confirmed progressive development of interlocking calcium silicate hydrate (C–S–H) and calcium aluminate hydrate (C–A–H) gels over the curing period. The combined vermi-remediation and cement stabilisation strategy offers a sustainable, eco-friendly, and technically viable pathway for transforming petroleum-contaminated lateritic soils into high-performance road subgrade materials.

Iconic Research and Engineering JournalsVol. 9(12)
Sustainable cities and communities
Openalex Percentile: Top 9%
Landfill Environmental Impact Studies
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