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Bulletin of Engineering Geology and the Environment

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01.02.2012 | Original Paper

Estimating slope failure potential in an earthquake prone area: a case study at Skolis Mountain, NW Peloponnesus, Greece

verfasst von: George Papathanassiou

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 1/2012

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Abstract

One of the most important issues in the evaluation of geological hazards is the delineation of landslide prone areas and the estimation of the slope failure potential. In this study, the GIS-based Newmark’s displacement method was applied for the first time in Greece, in order to compute the permanent displacement values and evaluate the slope failure potential in the area of the Skolis mountain in NW Peloponnesus, Greece. The resulting maps were validated using the distribution of secondary effects triggered by the 8 June 2008 earthquake. The study indicated that as the source areas of the rock falls were delineated by the Newmark displacement method, this may be a useful approach to predict earthquake-induced slope failures when the seismic potential of an area has been previously evaluated.

Vorheriger Artikel Development, justification, and verification of a rock fall hazard rating system

Nächster Artikel Geophysical exploration for a long deep tunnel to divert water from the Yangtze to the Yellow River, China

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Titel: Estimating slope failure potential in an earthquake prone area: a case study at Skolis Mountain, NW Peloponnesus, Greece
verfasst von: George Papathanassiou
Publikationsdatum: 01.02.2012
Verlag: Springer-Verlag
Erschienen in: Bulletin of Engineering Geology and the Environment / Ausgabe 1/2012
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI: https://doi.org/10.1007/s10064-010-0344-5

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