Deformation interaction of panel residential buildings with the soil in the zone of technogenic impact

The design, construction and operation of buildings under conditions technogenic impact caused by mining represents a system complex knowledge-intensive tasks. As part research in this direction, it is required to solve the problems mathematical modeling interaction between structure soil mass zone undermined territories, as well verifying numerical solutions comparison with data monitoring stress-strain state (SSS) "building–foundation–soil mass" systems. Furthermore, solution these complicated large number types building structures, nature which foundation differs significantly. In addition, deformation response itself man-made different. paper analyzes namely, panel residential located territories Verkhnekamsk potassium salt deposit city Berezniki, Perm Territory. A model SSS presented. This describes possibility elastic inelastic elements non-ideal contact mass. It also takes into account elastic-plastic properties foundation. experiment, multi-parameter dependences strain-state on parameters surface provoked processes during were calculated. obtained make more reasonable determine maximum horizontal deformations soil, at limiting stress reached.