The Permanent Deformation Criterion of Unbound Granular Materials (UGMS) Layer

The Permanent Deformation Criterion of Unbound Granular Materials (UGMS) Layer

This paper reports the permanent deformation evaluation of crushed rock under repeated cyclic loading triaxial tests performed at different stress levels, in order to improve permanent deformation prediction for unbound granular materials (UGMs). Road rutting is the main cause of damage inflexible p...

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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:
Permanent deformation
unbound granular
pavement
Online Access:http://hdl.handle.net/20.500.11937/10523

Internet

http://hdl.handle.net/20.500.11937/10523

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