Non-associative limit analysis of the toppling-sliding failure of rock slopes (2014)

First Author: Babiker A
Attributed to:  Ultimate and permissible limit state behaviour of soil-filled masonry arch bridges funded by EPSRC

Abstract

No abstract provided

Bibliographic Information

Digital Object Identifier: http://dx.doi.org/10.1016/j.ijrmms.2014.06.008

Publication URI: http://dx.doi.org/10.1016/j.ijrmms.2014.06.008

Type: Journal Article/Review

Parent Publication: International Journal of Rock Mechanics and Mining Sciences