Abstract
The article proposes a method for calculating the bearing capacity of the foundation together with the soil base, where the reinforcement of the slab part of the foundation is calculated, in which the destruction by bending and punching occurs at the same ultimate load, taking into account the strength characteristics of the soil base and the non-uniformity of the contact stress diagram. For this method, calculations were carried out for various types of soils and the scope of its application was determined.
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