Ultimate capacity of a segmental grey cast iron tunnel lining ring subjected to large deformations (2017)
Attributed to:
Assessing ground interaction effects and potential damage on existing tunnels before and after new excavation works
funded by
EPSRC
Abstract
No abstract provided
Bibliographic Information
Digital Object Identifier: http://dx.doi.org/10.1016/j.tust.2017.01.007
Publication URI: http://dx.doi.org/10.1016/j.tust.2017.01.007
Type: Journal Article/Review
Parent Publication: Tunnelling and Underground Space Technology