Assessment of face slab cracks in high CFRDs using the L&K-Enroch model

To improve understanding of the mechanical behaviour of CFRDs during construction and impounding, this paper presents 2D and 3D modelling using the Mohr-Coulomb constitutive model and an elastoplastic constitutive model called L&K-Enroch. Scale effects are also presented.

Back to search

Order the full article

Get a copy of this back issue article in digital PDF format

£10.00
Buy Now

Print Journal

Go in-depth with the international journal on hydropower & dams

Learn more

Assessment of face slab cracks in high CFRDs using the L&K-Enroch model

All your interactions with our website are protected by strong 256-bit encryption. Learn more about how we safeguard your personal data in our Privacy Policy.

Close
Close