TY - JOUR
T1 - Combined three-dimensional electric and seismic tomography study on the Åknes rockslide in western Norway
AU - Heincke, Björn
AU - Günther, Thomas
AU - Dalsegg, Einar
AU - Rønning, Jan Steinar
AU - Ganerød, Guri Venvik
AU - Elvebakk, Harald
N1 - Funding Information:
First of all, we appreciate the work of Stian Græsdal from the Stranda Municipality, Norway, who was a great help in all field campaigns. We thank also Hui Lu for helping us as field assistant in the seismic campaign. Thanks to Kjell Jogerud and Tore Bereng from the Åknes/Tafjord project and other people from the Stranda Municipality for all kinds of logistic support that were required to run successfully these field campaigns in such a remote area. We thank Denis Jongmans (LIGRIM, Grenoble), Walter Wheeler (CIPR, Bergen) and Svein Erik Hamram (University of Oslo) for their support with seismic equipment. We appreciate also the support from the project leader Lars Blikra (NGU, Trondheim), Isabelle Lecomte (Norsar/ICG, Oslo), Cristian Frei (ETH Zurich) and Michael Roth (Norsar, Lillestroem). We thank Lars Blikra, Reto Thoeny (ETH-Zurich) and Max Moorkamp (IFM-GEOMAR) for helpful comments. Thanks to two reviewers, Andreas Pfaffhuber and an anonymous person, and the associated editor Alan G. Green for reviewing and improving the manuscript. The project was funded by the Åknes/Tafjord project , ICG-International Center of Geohazards (ICG) and the Geological Survey of Norway (NGU).
PY - 2010/4
Y1 - 2010/4
N2 - We present a combined 3-D geoelectric and seismic tomography study conducted on the large Åknes rockslide in western Norway. Movements on the slope are strongly influenced by water infiltration, such that the hydrogeological regime is considered as a critical factor affecting the slope stability. The aim of our combined geophysical study was to identify and visualize the main shallow tension fractures and to determine their effect on hydraulic processes by comparing the geophysical results with information from borehole logging and tracer tests. To resolve the complex subsurface conditions of the highly fractured rock mass, a three-dimensional set-up was chosen for our seismic survey. To map the water distribution within the rock mass, a pattern of nine intersecting 2-D geoelectric profiles covered the complete unstable slope. Six of them that crossed the seismic survey area were considered as a single data set in a 3-D inversion. For both methods, smoothing-constraint inversion algorithms were used, and the forward calculations and parameterizations were based on unstructured triangular meshes. A pair of parallel shallow low-velocity anomalies (<1400 m/s) observed in the final seismic tomogram was immediately underlain by two anomalies with resistivities <13. kΩm in the resistivity tomogram. In combination with borehole logging results, the low-velocity and resistivity anomalies could be associated with the drained and water-filled part of the tension fractures, respectively. There were indications from impeller flowmeter measurements and tracer tests that such tension fractures intersected several other water-filled fractures and were responsible for distinct changes of the main groundwater flow paths.
AB - We present a combined 3-D geoelectric and seismic tomography study conducted on the large Åknes rockslide in western Norway. Movements on the slope are strongly influenced by water infiltration, such that the hydrogeological regime is considered as a critical factor affecting the slope stability. The aim of our combined geophysical study was to identify and visualize the main shallow tension fractures and to determine their effect on hydraulic processes by comparing the geophysical results with information from borehole logging and tracer tests. To resolve the complex subsurface conditions of the highly fractured rock mass, a three-dimensional set-up was chosen for our seismic survey. To map the water distribution within the rock mass, a pattern of nine intersecting 2-D geoelectric profiles covered the complete unstable slope. Six of them that crossed the seismic survey area were considered as a single data set in a 3-D inversion. For both methods, smoothing-constraint inversion algorithms were used, and the forward calculations and parameterizations were based on unstructured triangular meshes. A pair of parallel shallow low-velocity anomalies (<1400 m/s) observed in the final seismic tomogram was immediately underlain by two anomalies with resistivities <13. kΩm in the resistivity tomogram. In combination with borehole logging results, the low-velocity and resistivity anomalies could be associated with the drained and water-filled part of the tension fractures, respectively. There were indications from impeller flowmeter measurements and tracer tests that such tension fractures intersected several other water-filled fractures and were responsible for distinct changes of the main groundwater flow paths.
KW - 3-D electrical resistivity tomography
KW - 3-D seismic tomography
KW - Rockslides
UR - http://www.scopus.com/inward/record.url?scp=77950083775&partnerID=8YFLogxK
U2 - 10.1016/j.jappgeo.2009.12.004
DO - 10.1016/j.jappgeo.2009.12.004
M3 - Article
AN - SCOPUS:77950083775
SN - 0926-9851
VL - 70
SP - 292
EP - 306
JO - Journal of Applied Geophysics
JF - Journal of Applied Geophysics
IS - 4
ER -