Output details
15 - General Engineering
University of Durham
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Article title
A unique Critical State two-surface hyperplasticity model for fine-grained particulate media
Type
D - Journal article
Title of journal
Journal of the Mechanics and Physics of Solids
Article number
-
Volume number
61
Issue number
1
First page of article
175
ISSN of journal
0022-5096
Year of publication
2013
Number of additional authors
2
Additional information
This is the first paper to present a complete and consistent two-surface constitutive model for soil behaviour based on a hyperplastic framework.
The formulation embraces the classical underpinnings of Critical State soil mechanics and was guided by current discrete element findings, providing a unique a constant Critical State surface. The model was the subject of an invited seminar at the University of Glasgow in May 2012.
Interdisciplinary
-
Cross-referral requested
-
Research group
A - Mechanics Research Group
Proposed double-weighted
No
Double-weighted statement
-
Reserve for a double-weighted output
No
Non-English
No
English abstract
-
