Analytical algorithm of construction and research of the mathematical model of nonlinear deformations of the earth bases of the bases

In the paper soil are considered as nonlinear-deformable firm bodies. Law of deformation process corresponds to an approximating curve of parabolic type. Features of approximating function in the present work are used for definition of parameters of the equation of deformation process. The algorithm of construction and research of mathematical model of system of the nonlineardeformable earth basis are developed on the basis of the principle of a minimum of full energy of a system and a power linearization method.