Flexural characteristics of rubberized cement-stabilized crushed aggregate for pavement structure
The purpose of this paper is to investigate the flexural characteristics and to quantitatively study the flexural-induced cracking of reference and rubberized cement stabilized aggregate mixtures. Four volumetric replacement percentages (0%, 15%, 30% and 45%) of 6 mm fraction size were used. This mo...
| Main Authors: | , , , , |
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| Format: | Article |
| Published: |
Elsevier
2015
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| Subjects: | |
| Online Access: | https://eprints.nottingham.ac.uk/34783/ |