The utility model is aimed at preventing bank building and facilities more than the permissible values. Said technical result is achieved in that the foundation of a multi-storey building, includes a reinforced concrete slab and the bearing elements formed as placed on the perimeter of a reinforced concrete slab corrective piles installed to form between the reinforced concrete slab and the end walls of the gap size of piles equal to 0.1-0.3 slab thickness. After the occurrence of soil and sediment formation roll building corrective pile side roll included in the work by feeding the solidifying solution into the gap between the concrete slab and the head part corrective piles. 2 z.p.f .; 3 Fig.
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