Recent advances in the application of discontinuity layout optimization to geotechnical limit analysis problems
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/10.1201/b17017-75
Publication URI: http://dx.doi.org/10.1201/b17017-75
Type: Book Chapter
Book Title: Numerical Methods in Geotechnical Engineering (2014)
Page Reference: 415-420
ISBN: 978-1-138-00146-6