Abstract
The solution of the theoretical problem is given, which made it possible to consider the process of formation and determine the formulas for calculating the main parameters and volume of the backfill pad at the contact of cover and bedrock. Stabilization grouting pad allows you to strengthen and waterproof the undermined rock mass. The parameters of the formation of a stabilization cushion under an emergency building at the contact of decompacted loams and fractured sandstones are calculated.
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