Stabilita vnitřní výsypky Dolu Bílina

Abstract

Presented in the thesis are the results of the stability calculation performed on the body inside the quarry dump Bilina. Based on the mining of historical development and current knowledge were selected characteristic computing profiles with the corresponding mathematical assignment (spatial arrangement) and physical (geomechanical and hydrogeological conditions) parameters. The results indicated the degree of slope stability. Finally, the proposal is given geotechnical monitoring.