Improving the design procedure method at calculating the bearing capacity of the bases in stabilized and non-stabilized condition
Issues concerning the improving of design procedure at calculating the bearing capacity of soil bases of the blob foundation are considered in the paper. The analytical solution for classical problem of Prandtl is offered at small influence of the body weight, new values of factors of the base sole form, and also factors of bearing capacity of the consolidated bases are given on the basis of strict decisions of the Prandtl Plastic Theory.