MODELING OF UNDERGROUND MINE WORKINGS IN CONSOLIDATING THE SOIL-ARRAY

Abstract

The article deals with the analysis of computer modeling of stability of underground workings in the ground array strengthen cement mixtures. Based criteria by which the results of the computer simulation, the optimum strength of reinforced soil-array. It is shown that this technology can be used to strengthen in the sinking of underground mine workings in the loose soil.

Keywords

• строительство
• горные выработки
• грунты
• устойчивость
• укрепление
• моделирование