Abstract
The relation between the hypo-elastic constitutive law and Mehrabadi and Cowin's dilatant double-sliding model for cohesionless granular materials is studied. Conditions that must be satisfied by hypo-elastic analogues of the double-sliding model are derived constructively, and a simple example is given.
Original language | Undefined |
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Pages (from-to) | 303-308 |
Journal | International journal for numerical and analytical methods in geomechanics |
Volume | 13 |
Issue number | 3 |
DOIs | |
Publication status | Published - 1989 |
Keywords
- IR-70882