ASSESSING THE EFFECT OF AN INCLINED DIVIDING LINE FROM PILES BETWEEN THE FOUNDATIONS OF NEIGHBORING BUILDINGS ON THEIR SETTLEMENTS
We consider the settlements of foundations of an existing (reconstructed) building, with a life span of more than 20 years, on clay soils. In the immediate vicinity of the object under consideration, the construction of a new building was completed at a distance of 3 m in light. The foundations of both buildings are slabs of monolithic reinforced concrete. The grounds of the foundation are represented by two engineering-geological elements: fluid-plastic loam (EGE 1) 14 m thick and plastic sandy loam (EGE 2) more than 16 m thick. The calculation revealed additional settlements of the slab foundation of the existing (reconstructed) building from the pressure on the base transferred by the new neighboring building. To reduce the additional settlements of the foundations, the options for dividing line from injection piles between buildings with a different angle of inclination to the vertical are considered. Numerical calculations of the settlements of foundations buildings and their increments are performed in the Midas GTS NX software package; given an assessment of the results.