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 a concrete slab placed on the perimeter corrective piles installed to form between the reinforced concrete slab and the pile head gap size determined for each piles by the formula: δ = 0,5δd + S, where δ - maximum allowable value of the building roll structure; d - distance from the point of application of the resultant load on the reinforced concrete slab before correcting the pile axis; S - sludge single pile. After the occurrence of soil sediment and the formation of the building roll, facilities corrective piles by the bank are included in the work. 1 z.p.f .; 4 ill.
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