STRESS AND DEFORMED STATE OF TWO-LAYERED ANISOTROPIC FOUNDATION IN THE ABSENCE OF FRICTION BETWEEN THE LAYERS

Abstract

The technique of determining displacements and stresses in anisotropic two-layer basis, in the absence of friction between the layers, under the influence of normal surface load is given. The solution is based on the equations of the plane problem of elasticity theory. The diagrams of change of stresses plotted on the characteristics of the material layers are presented.

Keywords

• перемещение
• напряжение
• полоса
• упругая полуплоскость
• анизотропия