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Use of digital image correlation to directly derive soil stress-strain response from physical model test data (2015)

First Author: Gueguin, M

Attributed to: Ultimate and permissible limit state behaviour of soil-filled masonry arch bridges funded by EPSRC

Abstract

No abstract provided

Bibliographic Information

Publication URI: http://www.icevirtuallibrary.com/doi/abs/10.1680/ecsmge.60678.vol7.612

Type: Conference/Paper/Proceeding/Abstract

Volume: Parameter Selection and Monitoring; Developments in Education and Practice