The design model of unbound granular materials for flexible pavement
This study aims to introduce an alternative design model of unbound granular base course materials by utilising laboratory test results such as resilient modulus, permanent deformation and bearing capacity of base course materials. Current pavement designs mostly overlook all problematical behaviour...
| Main Authors: | , , |
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| Format: | Journal Article |
| Published: |
Engineers Media Pty Ltd
2012
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| Subjects: | |
| Online Access: | http://search.informit.com.au/documentSummary;dn=426703284017790;res=IELENG http://hdl.handle.net/20.500.11937/19368 |