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Microstructure and hydraulic conductivity of a compacted lime-treated soil

机译:压实石灰处理过的土壤的微观结构和水力传导率

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摘要

Under a given compaction energy and procedure, it is known that maximum dry density of a soil is lowered due to lime addition. This modification of maximum dry density could alter the hydraulic conductivity of the soil. The main object of this study was to assess the impact of lime-stabilization on a silt soil microstructure and then on saturated hydraulic conductivity. An investigation at the microscopic level with mercury intrusion porosimetry showed that lime treatment induced the formation of a new small class, with a diameter lower than 3×103 A in the compacted soil. This class is responsible for the difference in dry density between the treated and the untreated sample after compaction. It is shown that this small pores class was not altered by the compaction water content, the compaction procedure or the dry density. As in untreated soils, only the larger pores were modified by the compaction water content and the compaction procedure in the lime treated samples. The hydraulic conductivity appeared to be only related to the largest pores volume of the tested silt, regardless of lime treatment. Therefore, this study demonstrated that even if addition of lime resulted in a dramatic change of the maximum dry density of the tested silty soil, its effect on hydraulic conductivity is limited.
机译:在给定的压实能量和程序下,已知由于添加石灰会降低土壤的最大干密度。最大干密度的这种改变可以改变土壤的水力传导率。这项研究的主要目的是评估石灰稳定对粉质土壤微观结构的影响,然后对饱和导水率的影响。用压汞法在显微镜下进行的一项研究表明,石灰处理诱导了一个新的小类的形成,该小类的直径小于3×103A。此类是造成压实后处理后的样品与未经处理的样品之间的干密度差异的原因。结果表明,压实水含量,压实程序或干密度没有改变这种小孔类别。与未处理的土壤一样,石灰处理后的样品中的压实水含量和压实程序仅能修饰较大的孔隙。不论石灰处理如何,水力传导率似乎仅与测试粉砂的最大孔体积有关。因此,这项研究表明,即使添加石灰导致测试的粉质土壤的最大干密度发生显着变化,其对水力传导率的影响也受到限制。

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