EVALUATION OF REDUCTION OF ADDITIONAL SETTLEMENTS FOUNDATIONS OPERATED BUILDING UNDER THE INFLUENCE OF A NEW NEIGHBORHOOD CONSTRUCTION
The paper describes the settlement foundations of an existing (operated) building with a life of more than 20 years on clay soils. Construction of a new neighboring building at a distance of 6 m in the light. The foundations of the existing building are strip from monolithic reinforced concrete, and the new neighboring building is in the form of monolithic reinforced concrete slab. The foundations of both buildings are built on the same mark. The grounds of the foundation are represented by two engineering-geological elements: soft plastic loam (EGE-1) with a capacity of 10 m and semi-solid clay (IGE-2) with a capacity of more than 12 m. The bearing layer of the foundation is soft plastic loam (IGE-1). Calculation of the conscious additional settlement of the tape foundation of the existing (operated) building. Considered options for design solutions for the separation of walls between buildings (EI). Numerical calculations of the settlements foundations of buildings and their increments are performed in the MIDAS GTS NX software packages; given an assessment of the results.