Abstract

To perform quantitative hazard assessments of unstable rock slopes based on magnitude-frequency relations detailed information about the specific unstable rock slopes is needed. Systematic field mapping in the Storfjord area in western Norway led to an inventory of 13 unstable rock slopes and 31 potential rock slopes. This study presents necessary input data for such assessment, namely volume estimates using the sloping local base level technique and a qualitative hazard ranking based on the hazard and risk classification system for unstable rock slopes in Norway. This hazard ranking is based on a series of geomorphological and structural criteria and signs of activity. The hazard ranking shows clearly different cumulative frequency distributions for unstable rock slopes and potential ones with average scores of 5.2 and 3.4, respectively, out of 12 maximum points. These differences are explained by the insufficient development of delimiting structures in potential unstable rock slopes due to the absence of past displacements.

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.