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
Similar articles
Estimation of complexity of engineering-geological conditions on the experience of Far East region
2008 S. V. Kvashuk, E. V. Fedorenko
Integrated approach to the study of complex geologic structures on the basis of marine magnetotelluric studies
2008 Yu. I. Matveev, Yu. V. Roslov, A. Zerill
Influence of sedimentation conditions on formation of reservoir strata in carbonate sediments of the aquatorial part of Timan-Pechora province
2008 E. S. Mirolyubova, K. G. Viskunova