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A ROAD EMBANKMENT FAILURE NEAR PENTALIA IN SOUTHWEST CYPRUS

This paper uses a recent case study of road embankment failure near Pentalia in southwest Cyprus to review the available tools for the analysis of slope instability. It further demonstrates how the shear strength reduction technique can be used in a finite element analysis to better visualize the slope instability mechanism of a road embankment and provide a reliable tool in selecting appropriate remedial measures.

Reference:
International Symposium on Stability of Rock Slopes in Open Pit Mining and Civil Engineering
Organization:
University Leval, Canada
Cyprus
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