Abstract
A theoretical evaluation of the scale effect in dispersed soils is considered in the engineering-geological study of various physical and physical-mechanical properties that depend on the structural inhomogeneity of the soil. Concepts and new quantitative indicators are proposed to evaluate the manifestation of the scale effect in disperse soils in relation to physical and physical-mechanical properties. A classification of structural heterogeneitysin disperse soils that affect the scale effect in them has been developed. The method for analyzing the scale effect in dispersed soils is described on the basis of the superposition principle. The theoretical model of registration of the scale effect in disperse soils is substantiated at an engineering-geological evaluation of various physical and physical-mechanical properties.
Highlights
A theoretical evaluation of the scale effect in dispersed soils is considered in the engineeringgeological study of various physical and physical-mechanical properties that depend on the structural inhomogeneity of the soil
Concepts and new quantitative indicators are proposed to evaluate the manifestation of the scale effect in disperse soils in relation to physical and physical-mechanical properties
The method for analyzing the scale effect in dispersed soils is described on the basis of the superposition principle
Summary
A theoretical evaluation of the scale effect in dispersed soils is considered in the engineeringgeological study of various physical and physical-mechanical properties that depend on the structural inhomogeneity of the soil. Рассмотрена теоретическая оценка проявления масштабного эффекта в дисперсных грунтах при инженерно-геологическом изучении различных физических и физикомеханических свойств, зависящих от структурной неоднородности грунта. Обоснована теоретическая модель учета масштабного эффекта в дисперсных грунтах при инженерно-геологической оценке различных физических и физико-механических свойств.
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