The analysis of soil bed of deep foundations under total force action

Abstract

The paper deals with the explanation of the influence on design results of deep foundations under horizontal force and bending moment action of choosen for oneself computational scheme according which the connection of foundation with abore-ground structural members is able to be pin or rigid. That is very important in analysis of hollow Tubular foundations, the degree of utilization of which strength is usually quite high. Therefore an uncorrect determination of the force values might to have a negative influence on the rezults of defination of foundation cross-sectional dimensions.