Abstract
The paper proposes a scientific-methodological approach to determine the negative consequences of high-intensity impacts of large-scale explosions on the rock mass at the example of “Zarechye” site of the Semipalatinsk test site. The results of observations for the period of 1987–1990 over the underground water level in wells with depths from 75 to 200 m were used as the raw data. A comparative analysis of level alterations along a profile of reference wells is aimed to identify the areas of time-spatial redistribution of the underground flow. The change of hydrogeological condition is considered as an indicator of the changing deformation regime of the rock mass subjected to a high-intensity impact.
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