О взаимодействии между неструктурными частицами при внутренней суффозии в увлажняемом несвязном грунте

Abstract

A mathematical model of hydrodynamical deformations of cohesiveless soils is generalized taking the interaction between moving particles into account. Based on the sedimentation models of suspended particles under hindered conditions, an expression is developed for the interaction function in porous media. An analysis of the effect of the given factor on deformation characteristics is performed.