Failure Criteria Evaluation and Shear Strength of Granular Base Course for Thin Flexible Pavement
This study aims to report theoretically the possible approach of confinement evaluation of unbound granular base course using the finite element method and the permanent deformation evaluation of crushed rock under repeated cyclic loading triaxial tests performed at different stress levels in order...
| Main Authors: | , , |
|---|---|
| Other Authors: | |
| Format: | Conference Paper |
| Published: |
Australian Geomechanics Society
2011
|
| Subjects: | |
| Online Access: | http://hdl.handle.net/20.500.11937/44502 |