Engineering-geological support of vertical shaft sinking
Authors:
About authors
- Belgorod State University
Abstract
The results of geotechnical support of vertical shaft construction are described. The study was performed in regional zones of tectonic dislocation at a depth of 1200 m, in saliniferous rock at a depth of 540 m, in sedimentary frozen rock with a thickness of 620 m. The method has been tested for 30 years. It ensures greater vertical shaft construction and operation safety.
Область исследования:
(Archived) Problems of hydrogeological and engineering-geological conditions assessment in the development of territories
Funding:
None
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