Effects of Moisture Characteristics of Unbound Granular Base Course

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Effects of Moisture Characteristics of Unbound Granular Base Course

This paper reports the deformation behaviour of crushed rock with unsaturated condition under repeated cyclic loading triaxial (RLT) tests performed at different stress levels, in order to investigate the effect of moisture content to crushed rock performances and permanent deformation behaviour. Ro...

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Bibliographic Details
Main Authors:	Siripun, Komsun, Jitsangiam, Peerapong, Nikraz, Hamid
Other Authors:	Kian Teh
Format:	Conference Paper
Published:	Engineers Australia 2010
Subjects:	moisture effects unbound granular base course
Online Access:	http://hdl.handle.net/20.500.11937/11165

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