STRESS-STRAIN STATEOF TWO-LAYERED ANISOTROPIC FOUNDATION

Abstract

The method of determination of displacements and stresses in the two-layer anisotropic foundation under the action of normal and tangential surface loadsis given. Orthotropic elastic characteristics of various layers. We consider the version of the full adhesion between the lay- ers. The decision is based on the equations of the plane problem of elasticity theory. Graphical representations of changing stresses depending on the characteristics of the material of layers are shown