The Unbound Granular Base Course Design with Ultimate Strength Concept
This study aims to introduce alternative design procedures for a flexible pavement base course by utilizing the ultimate strength criteria with sophisticated laboratory results of base course materials. Current pavement design mostly avoids all complicated behaviors of an unbound granular base layer...
| Main Authors: | , , |
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| Other Authors: | |
| Format: | Conference Paper |
| Published: |
International Committee on Road & Airfield Pavement Technology (ICPT)
2011
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| Subjects: | |
| Online Access: | http://hdl.handle.net/20.500.11937/33316 |