Evaluating the Compaction Behavior of Oil-contaminated Soils for Civil Engineering Applications

Aniekan Daniel Udo
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Abstract

This study investigates the impact of oil contamination on the compaction characteristics of soil, specifically lateritic soil samples from Bori Local Government Area in Rivers State, Nigeria. The research focuses on understanding how varying degrees of oil pollution affect soil's compaction behavior, crucial for civil engineering applications. Compaction tests, including the standard Proctor test, were conducted on both uncontaminated and oil-contaminated soil samples. The results indicate that up to 2% oil addition improves compaction, reducing the optimum moisture content and increasing the maximum dry density. Beyond 4% oil content, no significant enhancement in compaction was observed, and higher oil percentages led to saturation and expulsion of oil, based on visual inspection it appears to negatively affect the soil strength. These findings are essential for engineering projects in oil spill regions, providing insights into effective soil compaction strategies and the potential use of oil-contaminated soils in construction.
评估土木工程应用中受石油污染土壤的压实行为
本研究调查了石油污染对土壤压实特性的影响,特别是尼日利亚河流州博里地方政府辖区的红土土壤样本。研究重点是了解不同程度的石油污染如何影响土壤的压实行为,这对土木工程应用至关重要。对未受污染和受石油污染的土壤样本进行了压实试验,包括标准的 Proctor 试验。结果表明,最高 2% 的油添加量可改善压实效果,降低最佳含水量,提高最大干密度。含油量超过 4% 时,压实效果没有明显改善,含油量越高,油的饱和度和排出量越大,目测似乎会对土壤强度产生负面影响。这些发现对于石油泄漏地区的工程项目至关重要,为有效的土壤压实策略和在建筑中使用石油污染土壤的可能性提供了启示。
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