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Effect of pore fluid osmotic suction on matric and total suctions of compacted clay

机译:孔隙流体渗透力对压实黏土基质和总力的影响

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The experimental results of the present study on compacted expansive clay illustrate that matric suction increases with the increase in pore fluid osmotic suction due to changes in soil structure. Scanning electron micrographs show that particle stacking (aggregations) increases with increase in pore fluid osmotic suction and cation valence due to reduction in diffuse double layer thickness, and thus results in a reduction in micro pore size with a corresponding increase in macro pore size. At a given water content, the macro pore degree of saturation reduces with the increase in osmotic suction owing to the increase in macro pore size and leads to an increase in matric suction, as the matric suction is characteristic of the macro pore and the degree of saturation of the macro pore. The matric, osmotic and total suction measurements using the filter paper method also confirm that the matric and osmotic suction components are additive. This demonstrates that the method of obtaining matric suction from the difference between total suction and pore fluid osmotic suction determined using non-contact filter papers is reliable.
机译:本研究在压实膨胀粘土上的实验结果表明,由于土壤结构的变化,基质吸力随孔隙流体渗透力的增加而增加。扫描电子显微镜照片显示,由于弥散双层厚度的减小,颗粒的堆积(聚集)随着孔隙流体渗透力和阳离子化价的增加而增加,因此导致微孔尺寸的减小和大孔尺寸的相应增加。在给定的水含量下,由于大孔尺寸的增加,大孔的饱和度随渗透压的增加而降低,并导致基质吸力的增加,因为基质的吸力是大孔的特征,而基质的吸水度则是宏观孔隙的饱和度。使用滤纸法进行的基质,渗透和总吸力测量也证实了基质和渗透性吸力成分是可加的。这表明从使用非接触式滤纸确定的总吸力和孔隙流体渗透力吸力之间的差中获得基质吸力的方法是可靠的。

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