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Analysis of a complex toppling-circular slope failure
AbstractThis technical note describes a complex failure that occurred in an open-pit mine in Valencia (Spain). The failure, which was analysed and interpreted in accordance with the local geology, occurred in a slope comprised of a limestone rock mass in the upper part and a claystone–sandstone sedimentary formation in the lower part. The failure mechanism, which was interpreted as complex toppling combining toppling and circular failure, was back-analysed using analytical and numerical techniques.
Analysis of a complex toppling-circular slope failure
AbstractThis technical note describes a complex failure that occurred in an open-pit mine in Valencia (Spain). The failure, which was analysed and interpreted in accordance with the local geology, occurred in a slope comprised of a limestone rock mass in the upper part and a claystone–sandstone sedimentary formation in the lower part. The failure mechanism, which was interpreted as complex toppling combining toppling and circular failure, was back-analysed using analytical and numerical techniques.
Analysis of a complex toppling-circular slope failure
Alejano, Leandro R. (Autor:in) / Gómez-Márquez, Iván (Autor:in) / Martínez-Alegría, Roberto (Autor:in)
Engineering Geology ; 114 ; 93-104
13.03.2010
12 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Analysis of a complex toppling-circular slope failure
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