On the Modeling of Anisotropic Elastic Ground Structures on an Elastic Anisotropic Basis

摘要

As the matter of fact, the soil in all models of the base is considered as a homogeneous isotropic body, ttherefore, existing models of isotropic elastic strata near the buildings does not allow to consider the actual properties of soils: their small-layered structure, the inclination of layers, anisotropy and heterogeneity, in addition it does not take into account the location of objects relative to the plane of the strike of the inclined layers. This article describes the anisotropic (transtropic) calculated elastic model of a complex system of "ground-foundation-structure basis", which most adequately reflects the characteristics of deformation and taking into account the diversity of the elastic properties in different directions relative to the plane of small fibers.