Abstract
The article discusses methods for calculating foundation settlement based on various approaches to solutions of the theory of limit equilibrium.The analysis of foundation settlement calculations in the linear and nonlinear stages of the subsoil reaction according to the Belarusian and Russianregulatory documents. It has been found that with a critical load equal to 0,85Рu, the calculated draft most fully corresponds to the experimental one.Thus, when calculating settlement beyond the linearity limit, it is recommended to take into account not the limit load, but 0,85 of its value.
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