Effect of face curvature on slope stability - a FEM study.

dc.contributor.author	Dhar B.B.; Srivastava B.K.; Mathew O.P.
dc.date.accessioned	2025-05-24T09:56:21Z
dc.description.abstract	Three types of curvature slopes, namely convex, plane and concave were taken to study the effect on the slope stability: the concave slope is stable in comparison to other two. Since a reduction of even 2 to 3o in the slope face is going to save a considerable amount of overburden removal, a pit designer may therefore like to take the advantage of the 'slope curvature' parameter. -from Authors
dc.identifier.doi	DOI not available
dc.identifier.uri	http://172.23.0.11:4000/handle/123456789/20923
dc.relation.ispartofseries	Geotechnical stability in surface mining. Proc. symposium, Calgary, 1986
dc.title	Effect of face curvature on slope stability - a FEM study.

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