Abstract
The theoretical evaluation of the scale effect in dispersed soils is considered in the engineering–geological study of various physical and physicomechanical properties that depend on the structural inhomogeneity of a soil. Concepts and new quantitative indicators are proposed to evaluate the manifestation of the scale effect in dispersed soils in relation to physical and physicomechanical properties. The classification of structural heterogeneities in dispersed soils that affect the scale effect in them has been developed. A method for analyzing the scale effect in dispersed soils is described on the basis of the superposition principle. A theoretical model of recording the scale effect in dispersed soils is substantiated in engineering–geological evaluation of various physical and physicomechanical properties.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
