Modelling granular soil behaviour using a physics engine (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/jgele.15.00067
Publication URI: http://dx.doi.org/10.1680/jgele.15.00067
Type: Journal Article/Review
Parent Publication: Géotechnique Letters
Issue: 4