Vardanega, PJ and Waters, TJ (2011) Analysis of asphalt concrete permeability data using representative pore size. Journal of Materials in Civil Engineering, 23. pp. 169-176. ISSN 0899-1561Full text not available from this repository.
The permeability of asphalt concrete has been the subject of much study by pavement engineers over the last decade. The work undertaken has tended to focus on high air voids as the primary indicator of permeable asphalt concrete. This paper presents a simple approach for understanding the parameters that affect permeability. Principles explained by Taylor in 1956 in channel theory work for soils are used to derive a new parameter-representative pore size. Representative pore size is related to the air voids in the compacted mix and the D75 of the asphalt mix grading curve. Collected Superpave permeability data from published literature and data collected by the writers at the Queensland Department of Transport and Main Roads is shown to be better correlated with representative pore size than air voids, reducing the scatter considerably. Using the database of collected field and laboratory permeability values an equation is proposed that pavement engineers can use to estimate the permeability of in-place pavements. © 2011 ASCE.
|Uncontrolled Keywords:||Air voids Asphalt concrete Binder Grading Permeability Regression analysis|
|Divisions:||Div D > Construction Engineering|
|Depositing User:||Cron Job|
|Date Deposited:||07 Mar 2014 11:29|
|Last Modified:||11 Dec 2014 19:03|