| contributor author | Sungho Kim | |
| contributor author | Reynaldo Roque | |
| contributor author | Bjorn Birgisson | |
| contributor author | Alvaro Guarin | |
| date accessioned | 2017-05-08T21:18:33Z | |
| date available | 2017-05-08T21:18:33Z | |
| date copyright | January 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%290899-1561%282009%2921%3A1%2832%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/46466 | |
| description abstract | This paper presents the results from an evaluation of a new gradation-based framework developed for identifying and assessing the coarse aggregate structure of dense-graded mixtures for resistance to rutting. A theoretical packing-based analysis procedure was used to evaluate the coarse aggregate structure for hot mix asphalt mixtures. This procedure was applied to an extensive range of mixtures. A key feature of this new framework is the concept of the existence of a dominant aggregate size range (DASR). The porosity of the DASR is calculated based on an interaction diagram to evaluate the degree of particle-to-particle interaction of coarse aggregates between contiguous sieve sizes. In addition, an interaction diagram-based criteria for dense-graded Superpave mixtures are determined, as well as criteria for the porosity of the DASR. Based on the field and laboratory-based rutting performance of the mixtures evaluated in this paper, it was concluded that DASR along with the porosity of the DASR may provide a framework for evaluating the gradation of dense graded mixtures for their likely rutting potential. | |
| publisher | American Society of Civil Engineers | |
| title | Porosity of the Dominant Aggregate Size Range to Evaluate Coarse Aggregate Structure of Asphalt Mixtures | |
| type | Journal Paper | |
| journal volume | 21 | |
| journal issue | 1 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(2009)21:1(32) | |
| tree | Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 001 | |
| contenttype | Fulltext | |