Deformation Characteristic of a Deep-Seated Rockslide Interacting with a Reservoir

Canadian Institute of Mining, Metallurgy and Petroleum
M. Holzmann C. Zangerl B. Hofer S. Perzlmaier W. Fellin
Organization:
Canadian Institute of Mining, Metallurgy and Petroleum
Pages:
9
File Size:
2560 KB
Publication Date:
Jan 1, 2015

Abstract

"Four deep-seated rockslide systems were investigated and are under surveillance by TIWAG (Tyrolean hydro-electric Company) since the mid-1960s after impoundment of Gepatsch reservoir began. These rockslide systems consist of several individual sliding masses (slabs) which show variable activity from zero to a few centimetres per year. The focus in this paper will be on the findings for the transient deformation behaviour of the Hochmais slab which is part of the “Hochmais-Atemkopf” rockslide system.The rock mass has slid over moraine deposits in the last post-glacial period and was in equilibrium (or slow to extremely slow moving, respectively) until the filling of the reservoir began. During the initial reservoir filling in summer 1964 considerable movements had been observed over a length of 1000 m accompanied with an activation of the Hochmais slab. Geological investigations, additional surface and subsurface measurement showed that the sliding mass is characterized by an en bloc movement and the deformation accumulates within a several metre thick shear zone located within the moraine. In contrast to the deformation characteristics for the first impoundment process (1964 – 1966) where the magnitude of deformation occurred during impoundment, the maximum amount of deformation since 1967 occurs during the drawdown of the reservoir. Based on long term measurement it can be shown that the magnitude of deformations per year correlates with the minimum storage level in the reservoir. Other external influences such as precipitation and snowmelt have no observable impact on the deformation characteristic of the landslide. On the basis of long-term data series it was possible to determine the factors of influence and to elaborate a conceptual mechanical model which describes the transient deformation behaviour of the Hochmais slab induced by the drawdown of the reservoir. The mechanical model considers the reduction of uplift forces in the highly fractured and permeable rock slab during drawdown as well as increasing seepage forces in the less permeable moraine material."
Citation

APA: M. Holzmann C. Zangerl B. Hofer S. Perzlmaier W. Fellin  (2015)  Deformation Characteristic of a Deep-Seated Rockslide Interacting with a Reservoir

MLA: M. Holzmann C. Zangerl B. Hofer S. Perzlmaier W. Fellin Deformation Characteristic of a Deep-Seated Rockslide Interacting with a Reservoir. Canadian Institute of Mining, Metallurgy and Petroleum, 2015.

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