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Recent advances in the application of discontinuity layout optimization to geotechnical limit analysis problems

First Author: Smith C

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