Deformación gravitacional de las vertientes rocosas del valle de Romsdalen (Noruega occidental) = Large gravitational rock slope deformation in Romsdalen Valley (Western Norway)

Details

Serval ID
serval:BIB_E1732DDBDA54
Type
Article: article from journal or magazin.
Collection
Publications
Title
Deformación gravitacional de las vertientes rocosas del valle de Romsdalen (Noruega occidental) = Large gravitational rock slope deformation in Romsdalen Valley (Western Norway)
Journal
Revista de la Asociación Geológica Argentina
Author(s)
Saintot A., Oppikofer T., Derron M.-H., Henderson L.
ISSN-L
0004-4822
Publication state
Published
Issued date
2012
Peer-reviewed
Oui
Volume
69
Pages
354-371
Language
english
Abstract
Large gravitational rock slope deformation affects Precambrian gneisses
at four localities of the Romsdalen valley of Western Norway. At
each locality, detailed studies have allowed to determine the mechanism
of deformation and to assess the degree of susceptibility for failure.
1) Svarttinden is a 4.3 Mm3 translational rockslide. Its single basal
detachment developed along a foliation-parallel cataclastic fault.
Although a rockslide occurred along the same detachment and the deposits
reached the edge of the plateau, no displacement of the current instability
is detected. 2) At Flatmark distinct 2-25 Mm3 blocks detached from
the edge of the plateau by an opening along the steep foliation.
The collapse of the blocks is explained by a complex mechanism of
sliding and toppling. No displacement is actually detected on the
instabilities. 3) At Børa blocks located at the edge of the plateau
deformed by the same mechanism as at Flatmark. They have a maximum
volume of 0.5 Mm3 and displacement rates of 0.2-2 cm/year. The deformation
at Børa has affected a large part of the plateau and the entire deformed
volume would be of 50-200 Mm3 but it is currently inactive. 4) A
wedge failure at the edge of Mannen plateau is inferred to allow
the 4-5 cm/year downward displacement of a 2-3.5 Mm3 instability.
The high susceptibility of failure led to a permanent monitoring
of the site since 2009.
Keywords
Rockslide, Structural analysis, Mechanism
Create date
25/11/2013 20:38
Last modification date
20/08/2019 17:05
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