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首页> 外文期刊>Leonardo Electronic Journal of Practices and Technologies >Effect of used oil contamination and bagasse ash on some geotechnical properties of lateritic soil
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Effect of used oil contamination and bagasse ash on some geotechnical properties of lateritic soil

机译:废油污染和甘蔗渣灰对红土土壤某些岩土性能的影响

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This study was carried out to evaluate the effect of used oil contamination and bagasse ash on some geotechnical properties of northern Nigerian lateritic soils. Laboratory tests were performed on the natural/oil contaminated and bagasse ash treated contaminated soil samples in accordance with BS 1377 (1990) and BS 1924 (1990) respectively. Contaminated specimens were prepared by mixing the soil with oil in steps of 0, 2, 4, and 6 % by weight of the soil while bagasse ash treated specimens were prepared by mixing the oil contaminated soil with bagasse ash in steps of 0, 2, 4, 6 and 8 % by weight of dry soil. The soil is of Group A-6 using AASHTO classification and CL according to Unified Soil Classification System (USCS). The plasticity index of the soil decreased from 15.02 % for the natural soil to 8.16 % at 6 % oil/8 % bagasse ash content. The maximum dry density (MDD) of the soil increased from 1.48 Mg/m3 for the natural soil to peak value of 1.60 and 1.62 Mg/m3 at 6 % oil content and 6 % oil/8 % bagasse ash content.. The Optimum Moisture Content (OMC) decreased from a value of 18.5 % for the natural soil to 13.0 and 11.3 % at 6 % oil content and 6 % oil/8 % bagasse ash content. Volumetric shrinkage test was first performed on the soil specimens at their respective optimum moisture contents and then repeated at +2 % and -2 % of the optimum moisture contents. It was observed that used oil and bagasse ash have no adverse effect on the maximum dry density and volumetric shrinkage of lateritic soil when compacted at optimum moisture content or dry of the optimum moisture content.
机译:进行这项研究以评估废油污染和甘蔗渣灰对尼日利亚北部红土土壤某些岩土性能的影响。分别根据BS 1377(1990)和BS 1924(1990)对经过天然/油污染和蔗渣处理的土壤样品进行了实验室测试。通过将土壤和油按土壤重量的0、2、4和6%的比例混合来制备受污染的标本,而通过将受石油污染的土壤与甘蔗渣灰分以0、2的步骤进行混合来制备经甘蔗渣处理的标本4、6%和8%(按重量计)的干燥土壤。根据统一土壤分类系统(USCS),使用AASHTO分类和CL将土壤分类为A-6组。土壤的可塑性指数从天然土壤的15.02%降至在6%的油/ 8%的甘蔗渣灰分含量下的8.16%。土壤的最大干密度(MDD)从天然土壤的1.48 Mg / m 3 增加到在6%含油量时的峰值1.60和1.62 Mg / m 3 含量和6%的油/ 8%的甘蔗渣灰分。最佳含水量(OMC)从天然土壤的18.5%降低到6%的油含量和6%的油/ 8%蔗渣灰分的13.0%和11.3%内容。首先在土壤标本上以各自的最佳水分含量进行体积收缩试验,然后以最佳水分含量的+ 2%和-2%重复进行。观察到,当以最佳含水量压实或以最佳含水量干燥时,废油和甘蔗渣灰对红土的最大干燥密度和体积收缩率没有不利影响。

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