Identification of rotational failure mechanisms in cohesive media using discontinuity layout optimisation (2013)
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/10.1680/geot.12.p.082
Publication URI: http://dx.doi.org/10.1680/geot.12.p.082
Type: Journal Article/Review
Parent Publication: Géotechnique
Issue: 14