Reprocessing, combined interpretation, and 3D presentation of refraction seismic and ERT data from the unstable rock slope in Åknes, Western Norway

2021 ◽  
Author(s):  
Georgios A. Tassis ◽  
Jan Steinar Rønning
2014 ◽  
Vol 88 ◽  
pp. 101-122 ◽  
Author(s):  
C.B. Harbitz ◽  
S. Glimsdal ◽  
F. Løvholt ◽  
V. Kveldsvik ◽  
G.K. Pedersen ◽  
...  

2015 ◽  
Vol 195 ◽  
pp. 225-235 ◽  
Author(s):  
S. Mineo ◽  
G. Pappalardo ◽  
F. Rapisarda ◽  
A. Cubito ◽  
G. Di Maria

Landslides ◽  
2009 ◽  
Vol 6 (2) ◽  
pp. 111-119 ◽  
Author(s):  
Heike Willenberg ◽  
Erik Eberhardt ◽  
Simon Loew ◽  
Scott McDougall ◽  
Oldrich Hungr

2006 ◽  
Vol 34 ◽  
pp. 63-72
Author(s):  
A. Strouth ◽  
E. Eberhardt ◽  
O. Hungr

A "Total Slope Analysis" methodology, that combines several numerical techniques, is adopted to investigate an unstable rock slope in Washington State, USA. For this specific study, the distinct-element code UDEC is used to assess the stability and potential failure volume of the rockslide. Once the potential rockslide volume has been estimated and failure mechanism assessed, the runout path, distance and velocity are assessed using the dynamic or rheological flow model DAN3D. Site investigation and data reconnaissance plays an important role for both stages in the "Total Slope Analysis", including outcrop mapping, aerial photograph interpretation, scanline joint surveys and 3-D laser scanning. The results of the "Total Slope Analysis" can be directly applied to assessment and mitigation of the landslide hazard, greatly aiding engineering judgment by providing key qualitative and quantitative insights into the risk analysis.


The Holocene ◽  
2018 ◽  
Vol 28 (12) ◽  
pp. 1841-1854 ◽  
Author(s):  
Paula Hilger ◽  
Reginald L Hermanns ◽  
John C Gosse ◽  
Benjamin Jacobs ◽  
Bernd Etzelmüller ◽  
...  

Oversteepened valley walls in western Norway have high recurrences of Holocene rock-slope failure activity causing significant risk to communities and infrastructure. Deposits from six to nine catastrophic rock-slope failure (CRSF) events are preserved at the base of the Mannen rock-slope instability in the Romsdal Valley, western Norway. The timing of these CRSF events was determined by terrestrial cosmogenic nuclide dating and relative chronology due to mapping Quaternary deposits. The stratigraphical chronology indicates that three of the CRSF events occurred between 12 and 10 ka, during regional deglaciation. Congruent with previous investigations, these events are attributed to the debuttressing effect experienced by steep slopes following deglaciation, during a period of paraglacial relaxation. The remaining three to six CRSF events cluster at 4.9 ± 0.6 ka (based on 10 cosmogenic 10Be samples from boulders). CRSF events during this later period are ascribed to climatic changes at the end of the Holocene thermal optimum, including increased precipitation rates, high air temperatures and the associated degradation of permafrost in rock-slope faces. Geomorphological mapping and sedimentological analyses further permit the contextualisation of these deposits within the overall sequence of post-glacial fjord-valley infilling. In the light of contemporary climate change, the relationship between CRSF frequency, precipitation, air temperature and permafrost degradation may be of interest to others working or operating in comparable settings.


2006 ◽  
Author(s):  
Michael Roth ◽  
Michel Dietrich ◽  
Lars H. Blikra ◽  
Isabelle Lecomte

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