Analysis of the Influence of Structural Geology on the Massive Seismic Slope Failure Potential Supported by Numerical Modelling
The stability of rock slopes is often guided significantly by the structural geology of the rocks composing the slope. In this work, we analysed the influences of structural characteristics, and of their seismic responses, on large and deep-seated rock slope failure development. The study was focuse...
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doaj-b2537cdd47b547c4bf28c94a5ff837942020-11-25T03:34:16ZengMDPI AGGeosciences2076-32632020-08-011032332310.3390/geosciences10080323Analysis of the Influence of Structural Geology on the Massive Seismic Slope Failure Potential Supported by Numerical ModellingEmilie Lemaire0Anne-Sophie Mreyen1Anja Dufresne2Hans-Balder Havenith3Department of Geology, University of Liege, 4000 Liege, BelgiumDepartment of Geology, University of Liege, 4000 Liege, BelgiumDepartment of Engineering Geology and Hydrogeology, RWTH Aachen University, 52062 Aachen, GermanyDepartment of Geology, University of Liege, 4000 Liege, BelgiumThe stability of rock slopes is often guided significantly by the structural geology of the rocks composing the slope. In this work, we analysed the influences of structural characteristics, and of their seismic responses, on large and deep-seated rock slope failure development. The study was focused on the Tamins and Fernpass rockslides in the European Alps and on the Balta and Eagle’s Lake rockslides in the southeastern Carpathians. These case studies were compared with catastrophic rock slope failures with ascertained or very likely seismic origin in the Tien Shan Mountains. The main goals was to identify indicators for seismically-induced rock slope failures based on the source zone rock structures and failure scar geometry. We present examples of failures in anti-dip slopes and along-strike rock structures that were potentially (or partially) caused by seismic triggering, and we also considered a series of mixed structural types, which are more difficult to interpret conclusively. Our morpho-structural study was supported by distinct element numerical modelling that showed that seismic shaking typically induces deep-seated deformation in initially “stable” rock slopes. In addition, for failures partially triggered by dynamic shaking, these studies can help identify the contribution of the seismic factor to slope instability. The identification of the partial seismic origin on the basis of the dynamic response of rock structures can be particularly interesting for case histories in less seismically active mountain regions (in comparison with the Andes, Tien Shan, Pamirs), such as in the European Alps and the Carpathian Mountains.https://www.mdpi.com/2076-3263/10/8/323deep-seated failurebedding and joint orientationseismic deformationstructural analysisdiscrete element modelling |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Emilie Lemaire Anne-Sophie Mreyen Anja Dufresne Hans-Balder Havenith |
spellingShingle |
Emilie Lemaire Anne-Sophie Mreyen Anja Dufresne Hans-Balder Havenith Analysis of the Influence of Structural Geology on the Massive Seismic Slope Failure Potential Supported by Numerical Modelling Geosciences deep-seated failure bedding and joint orientation seismic deformation structural analysis discrete element modelling |
author_facet |
Emilie Lemaire Anne-Sophie Mreyen Anja Dufresne Hans-Balder Havenith |
author_sort |
Emilie Lemaire |
title |
Analysis of the Influence of Structural Geology on the Massive Seismic Slope Failure Potential Supported by Numerical Modelling |
title_short |
Analysis of the Influence of Structural Geology on the Massive Seismic Slope Failure Potential Supported by Numerical Modelling |
title_full |
Analysis of the Influence of Structural Geology on the Massive Seismic Slope Failure Potential Supported by Numerical Modelling |
title_fullStr |
Analysis of the Influence of Structural Geology on the Massive Seismic Slope Failure Potential Supported by Numerical Modelling |
title_full_unstemmed |
Analysis of the Influence of Structural Geology on the Massive Seismic Slope Failure Potential Supported by Numerical Modelling |
title_sort |
analysis of the influence of structural geology on the massive seismic slope failure potential supported by numerical modelling |
publisher |
MDPI AG |
series |
Geosciences |
issn |
2076-3263 |
publishDate |
2020-08-01 |
description |
The stability of rock slopes is often guided significantly by the structural geology of the rocks composing the slope. In this work, we analysed the influences of structural characteristics, and of their seismic responses, on large and deep-seated rock slope failure development. The study was focused on the Tamins and Fernpass rockslides in the European Alps and on the Balta and Eagle’s Lake rockslides in the southeastern Carpathians. These case studies were compared with catastrophic rock slope failures with ascertained or very likely seismic origin in the Tien Shan Mountains. The main goals was to identify indicators for seismically-induced rock slope failures based on the source zone rock structures and failure scar geometry. We present examples of failures in anti-dip slopes and along-strike rock structures that were potentially (or partially) caused by seismic triggering, and we also considered a series of mixed structural types, which are more difficult to interpret conclusively. Our morpho-structural study was supported by distinct element numerical modelling that showed that seismic shaking typically induces deep-seated deformation in initially “stable” rock slopes. In addition, for failures partially triggered by dynamic shaking, these studies can help identify the contribution of the seismic factor to slope instability. The identification of the partial seismic origin on the basis of the dynamic response of rock structures can be particularly interesting for case histories in less seismically active mountain regions (in comparison with the Andes, Tien Shan, Pamirs), such as in the European Alps and the Carpathian Mountains. |
topic |
deep-seated failure bedding and joint orientation seismic deformation structural analysis discrete element modelling |
url |
https://www.mdpi.com/2076-3263/10/8/323 |
work_keys_str_mv |
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