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Flexural Toppling Failure in Rock Slopes: From Theory to Applications | ||
| International Journal of Mining and Geo-Engineering | ||
| مقاله 3، دوره 46، شماره 1، شهریور 2012، صفحه 21-32 اصل مقاله (708.37 K) | ||
| شناسه دیجیتال (DOI): 10.22059/ijmge.2011.30513 | ||
| نویسندگان | ||
| Abbas Majdi1؛ Mehdi Amini* 2 | ||
| 1School of Mining Engineering, University College of Engineering, University of Tehran, Tehran, Iran | ||
| 2Department of Mining Engineering, University of Kashan, Kashan, Iran | ||
| چکیده | ||
| Toppling failure is one of the most common modes of failure of rock slopes in layered rock strata. Flexural toppling is one of the well-known modes of the failure. This type of failure occurs due to bending stress. In this article, a brief yet comprehensive review of toppling failure is presented. Firstly, the conditions and general mechanism of the failure are described. Then, experimental, theoretical and numerical modeling of the failure is summarized. Next, several case histories are analyzed and the results with the existing theoretical models were compared and presented. Finally, some practical recommendations as how to use these models are made. | ||
| کلیدواژه‌ها | ||
| Rock Slope؛ Toppling Failure؛ Monograms | ||
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