Relationship between consistency and compaction of clay soils (Saint-Petersburg)

S. G. Kolmogorov, P. L. Klemyatsionok, S. S. Kolmogorova
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Abstract

Clay soils are often found under building foundations, construction properties of which depend on many factors. One of them is the natural soil compaction, which is relevant in the construction classification of soils. This paper analyzes the relationship between the consistency and compaction of clay soils of different genesis and consistency using the Priklonskii soil compaction index. Water saturation of clay soil affects the relative discrepancy between the consistency coefficient and compaction index for soils of different genesis and consistency. It is noted that for soils with the water saturation coefficient lower than one, the consistency coefficient differs from the compaction index. This difference increases with decreasing water saturation coefficient. It is essential that significant differences can also appear when the water saturation coefficient is equal to 0.95 or more, approaching to unity. It is shown that the assessment of the natural compaction of clay soils should be based on their formation conditions. A study of various genetic types of clay soils affecting natural densification and consistency provides a reasonable approach to use of soil densification in the construction classification of soils.
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粘土质稠度与压实度的关系(圣彼得堡)
粘土通常存在于建筑地基下,其结构特性取决于许多因素。其中一种是自然土壤压实,这与土壤的施工分类有关。本文利用Priklonskii土壤压实指数分析了不同成因黏性土的黏度与压实度之间的关系。粘土含水饱和度影响不同成因和稠度土壤稠度系数和压实指数的相对差异。当饱和水系数小于1时,稠度系数与压实指数不同。这种差异随着含水饱和度系数的减小而增大。重要的是,当含水饱和度系数等于0.95或更大时,也会出现显著差异,趋于一致。结果表明,对粘土自然压实的评价应以其形成条件为依据。研究粘土的各种成因类型对自然密实度和稠度的影响,为土壤密实度在结构分类中的应用提供了合理的途径。
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