Soil Creep Equations Based on the Probabilistic Rheological Model

Abstract

Particular cases of the soil creep equation can be obtained based on the probabilistic rheological model of the soil. It has been shown that time functions can be damped, sensitive or of low sensitivity to loads. Depending on the soil's properties and the stress level, the process of stabilizing soil under load can be lengthened or shortened in time. Examples of particular case of the soil creep equation that cover the basic equations of the theory of aging are given, which makes it possible to unify deterministic solutions.