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A study on the correlation potential of compaction characteristics and atterberg limits of selected lateritic soils

机译:所选外形土壤压实特征与阿特伯格限制的相关电位研究

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The importance of soil compaction for civil engineering construction and application cannot be over-emphasised. To perform soil compaction, numerous number of samples are required, with considerable time and laborious laboratory activities. This has necessitated the need to find models for the prediction of compaction characteristics, using easily determined soil properties. This work therefore undertook a study of the correlation potential of compaction characteristics and Atterberg limits of soils, with a view to modelling compaction characteristics, using Atterberg limits. To achieve this aim, soil samples were obtained from selected locations within Obafemi Awolowo University campus, Ile-Ife, Nigeria. Preliminary, Atterberg limits and compaction tests were conducted on the soil samples, using standard procedure. Using Microsoft Excel and Xuru’s Regression tool, the laboratory test results were used to develop relationships between compaction characteristics (optimum moisture content and maximum dry density) and Atterberg limits (liquid limit and plastic limit). Results showed that the natural moisture content of soil samples ranged between 4.97 % and 19.72 %; liquid limit ranged between 27 % and 68 %; plastic limit ranged between 18.92 % and 63.01 %; and plasticity index ranged between 0.94 % and 14.63 %. The optimum moisture content ranged between 6.7 % and 27 %, while the maximum dry density ranged between 1560 kN/m3 and 2260 kN/m3. The results of regression analysis showed that the combination of liquid limit and plastic limit has a strong correlation with optimum moisture content (R2 = 0.870); while the combination (of liquid limit and plastic limit) showed a weak correlation with maximum dry density (R2 = 0.150). The study concluded that liquid limit and plastic limit could be used to estimate the optimum moisture content of the soils, by applying the developed relationship/equation.
机译:土木化压实对土木工程建设和申请的重要性无法过度强调。为了进行土壤压实,需要大量的样品,具有相当多的时间和费力的实验室活动。这已经需要使用易于确定的土壤性质来找到预测压实特性的模型。因此,这项工作对土壤的压实特性和Atterberg限制的相关潜力进行了研究,以实现使用Atterberg限制来建模压实特性。为实现这一目标,土壤样本是从尼日利亚奥西伊河奥尔 - Ife,Ile-Ife,Ile-Ife的选定地点获得的。使用标准程序在土壤样品上进行初步,Atterberg限制和压实试验。使用Microsoft Excel和Xuru的回归工具,实验室测试结果用于开发压实特性(最佳水分含量和最大干密度)和Atterberg限制(液体限制和塑料极限)之间的关系。结果表明,土壤样品的天然水分含量范围为4.97%和19.72%;液体限制范围为27%和68%;塑料极限范围为18.92%和63.01%;和可塑性指数的范围在0.94%和14.63%之间。最佳水分含量范围为6.7%和27%,而最大干密度范围在1560kN / m3和2260kN / m3之间。回归分析结果表明,液体限制和塑料极限的组合具有强烈相关性与最佳水分含量(R2 = 0.870);虽然组合(液体限制和塑料极限)显示出与最大干密度的弱相关性(R2 = 0.150)。该研究得出结论,通过应用发育的关系/方程,可以使用液体限制和塑料极限来估计土壤的最佳水分含量。

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