Disturbance of the stability of the base of the Plavinskaya HPP as a result of technogenic suffosion
Authors:
About authors
- Hydroproject
Abstract
Calculated values of suffosion cavity lengths within the range of 750-1500 m were obtained. A geofiltration mathematical model of the base of the Plavinia HPP was built, which confirmed the assumption about the formation of concentrated filtration paths within the suffusion cavities. This can explain the development of undamped deformations of the base of concrete structures, recorded by geodetic observations.
Область исследования:
(Archived) Development regularities of technogenic and geological processes and phenomena
Funding:
None
Similar articles
Issues in the development of engineering-geological stratification and geological space partitioning models in engineering geology
2003 M. S. Zakharov
The cartographic model of engineering-geological environment of Professor V.D. Lomtadze and practical aspects of its implementation in Lithuania
2003 R. B. Mikshis, V. Ignatavichyus, V. Martsinkyavichyus