Permanent Deformation Behavior of Crushed Rock Base (CRB) as Highway Base Course Material
This paper aims to report the permanent deformation behavior of the Crushed Rock base (CRB) layer under traffic loads using repeated load triaxial (RLT) tests simulating various conditions of basecourse, in order to determine the limit use and dynamic response of CRB. The main deterioration of flexi...
| Main Authors: | , , |
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| Other Authors: | |
| Format: | Conference Paper |
| Published: |
International Society of Asphalt Pavements (ISAP)
2010
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| Subjects: | |
| Online Access: | http://hdl.handle.net/20.500.11937/36164 |
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