Permanent deformation prediction model of unbound granular materials for flexible pavement design

Alnedawi, Ali M Ahmmed, Nepal, Kali Prasad and Al-Ameri, Riyadh 2019, Permanent deformation prediction model of unbound granular materials for flexible pavement design, Transportation infrastructure geotechnology, vol. 6, no. 1, pp. 39-55, doi: 10.1007/s40515-018-00068-1.

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Title Permanent deformation prediction model of unbound granular materials for flexible pavement design
Author(s) Alnedawi, Ali M AhmmedORCID iD for Alnedawi, Ali M Ahmmed orcid.org/0000-0003-0018-6696
Nepal, Kali PrasadORCID iD for Nepal, Kali Prasad orcid.org/0000-0001-7497-1983
Al-Ameri, RiyadhORCID iD for Al-Ameri, Riyadh orcid.org/0000-0003-1881-1787
Journal name Transportation infrastructure geotechnology
Volume number 6
Issue number 1
Start page 39
End page 55
Total pages 17
Publisher Springer
Place of publication New York, N.Y.
Publication date 2019-03
ISSN 2196-7210
Keyword(s) flexible pavement
unbound granular materials
repeated load triaxial test
permanent deformation
constitutive models
Language eng
DOI 10.1007/s40515-018-00068-1
HERDC Research category C1 Refereed article in a scholarly journal
ERA Research output type C Journal article
Copyright notice ©2018, Springer Science+Business Media, LLC, part of Springer Nature
Persistent URL http://hdl.handle.net/10536/DRO/DU:30116150

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