基于灰色系统及验证试验的黏性土分散机理分析
Dispersion mechanism of soils revealed by grey system theory and verification tests
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摘要: 分散性土发现至今,对其产生分散性的机理一直存在争议。应用灰色系统理论对实际工程123组土样的物理、化学和矿物学性质以及土体分散性试验结果进行分析,得到各因素与分散性之间的关联度,从而评价各因素与分散性的紧密程度,并结合验证试验结果进行机理分析。结果表明,化学因素与土体分散性关系最为密切;pH与分散性关联度最大,钠离子含量以及蒙脱石含量则关联较低;土体产生分散性本质条件为高酸碱度和高交换性钠离子百分比,且需同时具备;不能利用单纯钠离子含量或蒙脱石总量来预测和评价土体的分散性。Abstract: The dispersion mechanism of cohesive soils has not been fully understood because of the complex nature of system. In this study, dispersivities of 123 field engineering soil samples are analyzed and correlated to their major influencing factors (physical properties, mineral properties and chemical properties) using the grey system theory and laboratory certification tests to understand the dispersion mechanism of associated soils. The grey system analysis shows that the chemical properties (e.g. pH of soils) have the highest correlation intensity with the soil dispersivity, with less impacts due to soil sodium and montmorillonite contents. The soils with high dispersivity are routinely observed to have a rich exchangeable sodium content and high pH values. The dispersivity of cohesive soils can not be predicted solely by their sodium or total montmorillonite contents.