Use of digital image correlation to directly derive soil stress-strain response from physical model test data (2015)
Attributed to:
Ultimate and permissible limit state behaviour of soil-filled masonry arch bridges
funded by
EPSRC
Abstract
No abstract provided
Bibliographic Information
Type: Other
Volume: 7
Parent Publication: Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2015