Podkovalihina O. Axisymmetric boundary problems for the elastic multilayer boundation with the cylindrical inclusion

The object is an is strained deformable state of the elastic multilayer foundation with the smooth rigid cylindrical vertical inclusion. The aim is working out of methods of the solution the axisymmetric basic boundary and contact problems of the theory of elasticity for the multilayer fondation with inclusion. The methods are a method of representations of Papkovich-Nejber, a method of integral Veber transformations, a method of functions of pliability, a method of planimetric integration, a method of Fajlon, a method of reform of the integral equation to operational, a method of Zejdel. The way of the exact decision of the first basic boundary problem for the multilayer foundation with inclusion is offered. The way of the approached decision of contact problems about stamp action on the multilayer foundation with inclusion and problems about backlog of a layer from the multilayer foundation with inclusion is offered. A number of numerical experiments is spent, influence of characteristics of the multilayer foundation with inclusion on distribution of contact pressure is investigated. Sphere - scientific researches in branches of mechanics of the damaged environments, calculation of the strained deformable state of the multilayer foundations with the cylindrical inclusion.