Failure Criterion Evaluation of Unbound Granular Base Course

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Failure Criterion Evaluation of Unbound Granular Base Course

This study aims to report theoretically the possible approach of confinement evaluation of unbound granular base course using the finite element method and laboratory results in order to implement current pavement material test algorithm. As is well known, triaxial and California bearing ratio (CBR)...

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Bibliographic Details
Main Authors:	Siripun, Komsun, Jitsangiam, Peerapong, Nikraz, Hamid
Other Authors:	Not listed
Format:	Conference Paper
Published:	International Committee on Road & Airfield Pavement Technology (ICPT) 2011
Subjects:	Confinement evaluation unbound granular pavement
Online Access:	http://hdl.handle.net/20.500.11937/25376

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