DSC modelling for Predicting Resilient Modulus of Crushed Rock Base as a Road Base Material for Western Australia Roads

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DSC modelling for Predicting Resilient Modulus of Crushed Rock Base as a Road Base Material for Western Australia Roads

In order to increase the applied efficiency of crushed rock base (CRB) in pavement structure design for Western Australia roads, the material modelling based on the experimental results was investigated, and the disturbed state concept (DSC) was used to predict the resilient modulus of CRB because o...

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Bibliographic Details
Main Authors:	Khobklang, Pakdee, Vimonsatit, Vanissorn, Jitsangiam, Peerapong, Nikraz, Hamid
Format:	Journal Article
Published:	Chang'an University 2013
Subjects:	RI CRB Pavement engineering Triaxial test Resilient modulus DSC
Online Access:	http://hdl.handle.net/20.500.11937/14058

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