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...

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Bibliographic Details
Main Authors: Siripun, Komsun, Jitsangiam, Peerapong, Nikraz, Hamid
Other Authors: Mohamed A Shahin
Format: Conference Paper
Published: Australian Geomechanics Society 2011
Subjects:
Online Access:http://hdl.handle.net/20.500.11937/44502