Theoretical Foundations of Quantitative Assessment of the Expansion of the Leading Borehole of a Bored Crushed Stone Pile in an Elastic-Viscous Setting
摘要
The article is based on the materials of the report at the international geotechnical conference named after Z. G. Ter-Martirosyan (MGSU, September 2024). The problem of the stress-strain state of a soil cylinder is studied in an elastic-viscous formulation using the rheological model of A. Z. Ter-Martirosyan and the Kelvin–Voigt model for volumetric deformation.