Modelling rotational failure in confined geometries using DLO (2015)
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/jencm.15.00016
Publication URI: http://dx.doi.org/10.1680/jencm.15.00016
Type: Journal Article/Review
Parent Publication: Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics
Issue: 4