Abstract
An axisymmetric stationary problem of thermoelasticity for a multilayer foundation with imperfect thermal contact between the layers is solved by the method of compliance functions along with the Hankel transform. The recurrence relations are constructed for the auxiliary functions and the compliance functions of neighboring layers of the foundation. We analyze the influence of the coefficient of thermal resistance on the distribution of normal and tangential stresses and temperature at the points of the bottom boundary of the top layer for a two-layer foundation subjected to the action of thermal loads.
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