Identification of the sliding plane of the oxidized ore dump and examination of the northern building of the ABA for the presence of karsts, suffosions, watering.
Result
The plane of the crack fixed on the surface is shown. The boundary of a denser base of the embankment is traced from a depth of 25-32 m, coinciding with the design boundary
Water cut and suffusion are observed in the southern part of the body to a depth of 6-8 m. It can affect uneven foundation settlements
Value
Operational survey of hydrogeological conditions and identification of section anomalies
