Reducing uneven deformations of the base through the use of strip self-adjusting foundations

The article considers the reduction of uneven deformations base foundations a five-story building, caused by local subsidence soil, through use strip self-adjusting foundations. dependences settlement, and stiffness coefficient foundation on load acting it were obtained. Using obtained dependences, numerical studies interaction building with non-uniformly deformed performed. results showed effectiveness to reduce ensure operational suitability frameless buildings subsiding soils. deformation under given conditions was reduced about two times due an increase in penetration into ground. At same time, maximum shear stresses walls decreased 30%.