SCHEMES AND CALCULATION OF THE PARAMETERS OF ARTIFICIAL FOUNDATIONS IN HYDROACTIVATED SOILS
A geological analysis of sections of undermined and flooded areas of closed mines was carried out, which allowed them to be typified into three groups. The schemes and technological parameters of the formation of artificial bases of foundations in hydroactivated soils are substantiated. For the first time, it was proposed to form a stabilization cushion in contact with bedrock to interact with the base of the foundation.