Abstract
Water storages for energy production in mountain valleys or snow retention basins on mountain slopes or mountain ridges are common buildings in Alpine regions. When such water reservoirs are situated on or nearby of a large slow-moving landslide, low factors of safety and ongoing deformation of the reservoir structure – or parts of it – need to be handled in some cases. Questions about the justification but also the reliability of reservoirs influenced by such landslides need to be discussed. Verification procedures which proof a save operation of the reservoir over time but also an estimation of the behaviour of the reservoir influenced by the landslide for exceptional load cases need to be investigated. In this paper main issues and problems related to such questions are discussed for reservoirs in the design as well as in the operation state which are influenced by such slow moving landslides.
Original language | English |
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Pages (from-to) | 175-183 |
Number of pages | 9 |
Journal | Geomechanik und Tunnelbau |
Volume | 17 |
Issue number | 3 |
DOIs | |
Publication status | Published - Jun 2024 |
Keywords
- creep
- factor of safety
- landslide
- observational method
- pumped storage schemes
- pumping storages
- snow retention reservoirs
- water reservoirs
ASJC Scopus subject areas
- Civil and Structural Engineering
- Geotechnical Engineering and Engineering Geology