The use of kinematic hardening models for predicting tunnelling-induced ground movements in London Clay (2016)
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/10.1680/jgeot.15.p.035
Publication URI: http://dx.doi.org/10.1680/jgeot.15.p.035
Type: Journal Article/Review
Parent Publication: Géotechnique
Issue: 2