Abstract
In spring 2008 a rock slide detached from one of the walls in the quarry ”Frauenmühle“ locally used as climbing park, mobilizing a volume of 50 m3. The binary granite is relative fresh on the bottom of the walls, but the weathering increases significantly to the natural surface. The bedrock shows an orthogonal joint system enabling the so-called ”Wollsackverwitterung“. Mapping of the joints followed by a kinematic analysis of the quarry wall by DIPS (Rocscience) indicates the slope failure to be of a planar sliding type on a medium-steep dipping plane. As the contributing factor for the slide, weathering along the plane has to be considered. Thereby the destruction of rock bridges downgrades the overall shear strength. A stability analysis based on the reconstructed block geometry and the determined shear parameters verifies the instability of the block. For today's situation, the kinematic analysis detects some critical intersections of joints being able to generate slide wedges.
Translated title of the contribution | Engineering geological and geotechnical analysis of a rock slide in the quarry Frauenmühle near Metten (Lower Bavaria): Ingenieurgeologisch-geotechnische Analyse einer Felsrutschung im Steinbruch Frauenmühle bei Metten (Niederbayern) |
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Original language | English |
Pages (from-to) | 47-58 |
Number of pages | 12 |
Journal | Geomechanik und Tunnelbau |
Volume | 10 |
Issue number | 1 |
DOIs | |
State | Published - 1 Feb 2017 |
Keywords
- Engineering geology
- Granite weathering
- Landslides
- Mapping of joints
- Slopes
- Stability analysis
- kinematic analysis
- planar sliding