Effect of 20 micron filler particle size and filler type on rheological and performance properties of stone mastic asphalt-filler mastics
This paper evaluates the relative performance of a series of 20 micron filler particle size and filler type asphalt-filler mastics in terms of the two main distress modes associated with flexible asphalt pavements of permanent deformation and fatigue damage. The study makes use of the fundamental rh...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
American-Eurasian Network for Scientific Information
2013
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| Online Access: | http://psasir.upm.edu.my/id/eprint/28696/1/Effect%20of%2020%20micron%20filler%20particle%20size%20and%20filler%20type%20on%20rheological%20and%20performance%20properties%20of%20stone%20mastic%20asphalt.pdf |