Abstract
The paper studies the calculation of piles on the horizontal load. With the application of the method of finite difference, a resolving system of algebraic equation for the specification of pile bend in a general case of changing of rigidity rate of the basement and bending stiffness of the pile was developed. According to the results of solution of this system, the formula for the specification of parameters of stressed-deformed state of the pile, as well as the contact tension between the pile and subsoil are provided. Developed general technique of the calculation allows studying the effect of the elasticity coefficient of the pile on its deformation being under stress.
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