Abstract
A method for calculating the floor structure of an industrial building on a compensatory soil cushion on a base reinforced with vertical elements is considered. The foundation is composed of weak soils and reinforced with driven reinforced concrete piles. The compensation cushion is made of sandy soils compacted to the required deformation modulus. The calculation was performed using the numerical method in the SCAD software package. Information was obtained on the stress-strain state of piles, pad soil and floor slab. The soil of the compensation cushion was tested to meet the strength conditions of A.I. Botkin. The possibility of using a reinforced concrete floor slab of an industrial building has been determined.
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