Index Properties and Compaction Characteristics of Vermiremediated Crude Oil-Contaminated Lateritic Soil Stabilized with Gum Arabic for Road Subgrade Application
Abstract
Crude oil contamination progressively degrades the index and compaction properties of lateritic soils, undermining their suitability as pavement subgrade material. This study evaluates the index properties and compaction characteristics of vermiremediated crude oil-contaminated lateritic soil stabilized with Gum Arabic (GA), a natural biopolymer, as a sustainable alternative to conventional chemical stabilizers. Lateritic soil obtained from Shika, Zaria, Kaduna State, was contaminated with Bonny Light crude oil at 75 cl per 10 kg of soil, biologically treated using the earthworm species Eudrilus eugeniae, and thereafter stabilized with 0, 2, 4, 6 and 8% GA by dry weight. Natural moisture content, specific gravity, Atterberg limits, particle size distribution, linear shrinkage, and compaction characteristics (maximum dry density, MDD, and optimum moisture content, OMC) were determined for the British Standard Light (BSL), West African Standard (WAS) and British Standard Heavy (BSH) compactive efforts, in accordance with BS 1377 (1990). Contamination increased the liquid limit from 47.0% to 51.8% and reduced the specific gravity from 2.66 to 2.40. Following vermiremediation and GA stabilization, the liquid limit and plastic limit generally decreased with increasing GA content, falling from 54.0% and 32.3% at 0% GA to minimum values of 44.0% and 15.0% at 6% GA, respectively, while the percentage fines passing the 0.075 mm sieve decreased markedly, indicating particle flocculation and agglomeration. The MDD values were most sensitive to GA addition under the BSH effort, decreasing from 1.79 g/cm³ at 0% GA to 1.70 g/cm³ at 6% GA, while OMC values generally increased with GA content before declining at 8% GA. The results demonstrate that GA measurably alters the index and compactive behaviour of remediated contaminated lateritic soil, with 2-4% GA offering the most favourable balance of reduced plasticity and workable compaction response for subgrade application.
Full Text:
PDFReferences
AASHTO. (1996). Standard specification for transport materials and methods of sampling and testing (14th ed.). American Association of State Highway and Transportation Officials.
ASTM D4318-21. (2021). Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM International.
ASTM D698-21. (2021). Standard test methods for laboratory compaction characteristics of soil using standard effort. ASTM International.
Amu, O. O., & Adetuberu, A. A. (2010). Characteristics of lateritic soil stabilized with eggshell powder. Journal of Engineering and Applied Sciences, 5(2), 143-147.
Areola, O. (1982). Soils. In K. M. Barbour, J. S. Oguntoyinbo, J. O. C. Onyemelukwe, & J. C. Nwafor (Eds.), Nigeria in maps. Hodder and Stoughton.
BS 1377. (1990). Methods of test for soils for civil engineering purposes. British Standards Institution.
Butcher, R., & Salie, K. (2020). Evaluation of the potential for vermiremediation of hydrocarbon-contaminated soil. Frontiers in Environmental Science.
Eberemu, A. O., Osinubi, K. J., & Amadi, A. A. (2021). Effect of Gum Arabic biopolymer on Atterberg limit and cation exchange capacity of contaminated lateritic soil. Journal of Engineering Research and Reports, 20(4), 1-12.
Edeh, J. E., & Amadi, A. A. (2024). Evaluation of vermi-remediated crude oil contaminated lateritic soil stabilized with Gum Arabic for road subgrade. Nigerian Journal of Technology, 43(2), 1-10.
Etim, M. A., Eberemu, A. O., & Osinubi, K. J. (2021). Stabilization of vermi-remediated crude oil contaminated lateritic soil with Gum Arabic for road sub grade. International Research Journal of Engineering and Technology, 8(6), 1120-1128.
Hamidu, A., Suleiman, I., & Yusuf, M. (2022). Characterization of Gum Arabic as a sustainable soil stabilizer in northern Nigeria. Journal of Sustainable Materials, 9(1), 45-53.
Nigerian General Specifications for Roads and Bridges. (1997). Federal Ministry of Works, Abuja.
Ogunbode, E. B., & Adeyemi, G. O. (2022). Geotechnical implications of crude oil spillage on lateritic subgrade soils. Journal of Environmental Geotechnics, 9(3), 210-219.
Ogundipe, O. M., & Oyedele, K. F. (2023). Effects of crude oil contamination on the geotechnical properties of lateritic soils. Journal of African Earth Sciences, 198, 104834.
Ogunsanwo, O., & Oyedele, K. F. (2022). Road failure and subgrade soil deficiencies in developing regions: A geotechnical review. Nigerian Journal of Civil Engineering, 18(1), 33-47.
Oyediran, I. A., & Enya, N. I. (2021). Crude oil effects on some engineering properties of sandy alluvial soil. International Journal of Mining and Geo-Engineering, 55(1), 7-10.
Preston, D. (2022). Road infrastructure and socio-economic development in sub-Saharan Africa. Transportation Research Record, 2676(4), 88-99.
Soni, A. (2023). Gum Arabic as a sustainable biopolymer for geotechnical soil improvement. Materials Today: Proceedings, 78, 112-119.
Refbacks
- There are currently no refbacks.