Complex landslide behaviour and structural controlled by the structures: A 3D conceptual model example of Åknes rockslide, Norway
Details
Serval ID
serval:BIB_0EEF064D6588
Type
A part of a book
Collection
Publications
Institution
Title
Complex landslide behaviour and structural controlled by the structures: A 3D conceptual model example of Åknes rockslide, Norway
Title of the book
Slope tectonics
Publisher
Geological Society
ISBN
1862393249
Publication state
Published
Issued date
2011
Editor
Jaboyedoff M.
Volume
351
Pages
147-162
Edition
Special Publication
Language
english
Notes
Jaboyedoff2011c
Abstract
Åknes is an active complex large rockslide of approximately 30?40
Mm3 located within the Proterozoic gneisses of western Norway. The
observed surface displacements indicate that this rockslide is divided
into several blocks moving in different directions at velocities
of between 3 and 10 cm year?1. Because of regional safety issues
and economic interests this rockslide has been extensively monitored
since 2004.
The understanding of the deformation mechanism is crucial for the
implementation of a viable monitoring system. Detailed field investigations
and the analysis of a digital elevation model (DEM) indicate that
the movements and the block geometry are controlled by the main schistosity
(S1) in gneisses, folds, joints and regional faults. Such complex
slope deformations use pre-existing structures, but also result in
new failure surfaces and deformation zones, like preferential rupture
in fold-hinge zones.
Our interpretation provides a consistent conceptual three-dimensional
(3D) model for the movements measured by various methods that is
crucial for numerical stability modelling. In addition, this reinterpretation
of the morphology confirms that in the past several rockslides occurred
from the Åknes slope. They may be related to scars propagating along
the vertical foliation in folds hinges. Finally, a model of the evolution
of the Åknes slope is presented.
Mm3 located within the Proterozoic gneisses of western Norway. The
observed surface displacements indicate that this rockslide is divided
into several blocks moving in different directions at velocities
of between 3 and 10 cm year?1. Because of regional safety issues
and economic interests this rockslide has been extensively monitored
since 2004.
The understanding of the deformation mechanism is crucial for the
implementation of a viable monitoring system. Detailed field investigations
and the analysis of a digital elevation model (DEM) indicate that
the movements and the block geometry are controlled by the main schistosity
(S1) in gneisses, folds, joints and regional faults. Such complex
slope deformations use pre-existing structures, but also result in
new failure surfaces and deformation zones, like preferential rupture
in fold-hinge zones.
Our interpretation provides a consistent conceptual three-dimensional
(3D) model for the movements measured by various methods that is
crucial for numerical stability modelling. In addition, this reinterpretation
of the morphology confirms that in the past several rockslides occurred
from the Åknes slope. They may be related to scars propagating along
the vertical foliation in folds hinges. Finally, a model of the evolution
of the Åknes slope is presented.
Create date
25/11/2013 16:26
Last modification date
20/08/2019 12:35