EP23D-0996
Mechanical Stability of Stratified Sediments along the upper continental Slope off Vesterålen, northern Norway - Insights from in situ CPTU Tests

Tuesday, 15 December 2015
Poster Hall (Moscone South)
Sylvia Stegmann1, David Voelker1, Stefan Kreiter1, Jean-Sebastien L'Heureux2, Maarten W B Vanneste3, Nicole-Jeanne Baeten2, Siren Knudsen4, Leif Rise4, Oddvar Longva5, Jo Brendryen6, Haflidi Haflidason6, Shyam Chand4, Tobias Mörz1, Achim Kopf7 and NORGEotech Team, (1)University of Bremen, Bremen, Germany, (2)Norwegian Geotechnical Institute, Oslo, Norway, (3)NGI, Oslo, Norway, (4)Geological Survey of Norway, Trondheim, Norway, (5)Norges geologiske undersøkelse, Trondheim, Norway, (6)University of Bergen, Bergen, Norway, (7)MARUM - University of Bremen, Bremen, Germany
Abstract:
High-resolution single channel-seismic data (3.5 kHz) reveal small-scale submarine landslide structures and superficial deformation features (e.g. tension cracks) along the gently dipping (3°) upper continental slope west of the Vesterålen Archipelago off northern Norway. Previous laboratory-based geotechnical studies attest that the slope is per sestable and that seismic events in an order of magnitude M5.7 may have triggered the slope sediments to fail.

Here we present geotechnical in situ data (sedimentary strength, pore pressure), which were obtained with RV Poseidon in summer 2014 using the static CPTU system GOST. The CPTU system provided high-resolution geotechnical profiles of the uppermost sediments to a maximum penetration depth of ~ 20 m at six sites within the landslide features and beside them in undisturbed slope sediments as reference. The CPTU data reveal the occurrence of mechanically weaker zones (MWZ) by the drop of sedimentary strength. These zones are interbedded by coarser, more competent layers. The occurrence of sensitive fine-grained material may be responsible for the loss of strength in the deeper portion (appx. 12 to 18 m below seafloor). An 1D infinite pseudo-static stability analysis attests that the mechanically weaker zones (MWZ) correlate well with portions, where the Factor of Safety (FoS) ≤ 1 (meta-stable to unstable) indicates permanent deformation or failure in case additional dynamic load is induced by an earthquake. Thus, the mechanically weak layers can be considered as one important pre-condition for landslide activity. In conclusion, the integration of in situ CPTU data with geophysical data improves soil characterization and hence foster a better understanding of the pre-conditioning factors for slope instability at the upper continental slope off Vesterålen. Risk assessment for the present-day slope off Vesterålen is particularly crucial, because the opening of the region for offshore oil and gas exploration is controversially debated.