STRESS-STRAIN STATEOF TWO-LAYERED ANISOTROPIC FOUNDATION

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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

About the authors

S G KUDRYAVTSEV

FGBOU VPO "Povolzhskiy Gosudarstvenniy Tehnologicheskiy Universitet", Ioshkar-Ola

Email: KudryavcevSG@volgatech.net

J M BULDAKOVA

FGBOU VPO "Povolzhskiy Gosudarstvenniy Tehnologicheskiy Universitet", Ioshkar-Ola

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