Slope Stability and Slope Formation in the Flysch Zone of the Vienna Forest (Austria)
Author(s) -
Birgit Terhorst,
Bodo Damm
Publication year - 2009
Publication title -
journal of geological research
Language(s) - English
Resource type - Journals
eISSN - 1687-8841
pISSN - 1687-8833
DOI - 10.1155/2009/589037
Subject(s) - flysch , geology , landslide , marl , bedrock , slope stability , quaternary , geomorphology , loess , geotechnical engineering , paleontology , structural basin
The Rhenodanubian Flysch of the northern Vienna Forest is composed of various layers of sandstones, marly shales, calcareous marls, and clay shists, which are covered by Quaternary periglacial cover beds and loess deposits. This area at the margin of the eastern Alps represents an undulating landscape of the Austrian low-mountain regions. The Vienna Forest Flysch region is considered to be susceptible to landslides. Both petrography of the bedrock and soil mechanical properties of the Quaternary sediments control the current slope dynamics in the study area. In a temporal context it is evident that the stability of slopes exceeding is controlled by a succession of several steps of slope formation. On the basis of field surveys, laboratory analyses, and slope stability modelling, results from investigations on recent landslides demonstrate five different phases of slope formation. In general, after passing these phases the stability of studied slopes is increased, due to the different soil mechanical properties of the potential sliding masses.
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