Critical Permeability Values of Asphalt Concrete for Field Cores and Laboratory-Compacted Samples
Author:
Affiliation:
1. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of New Mexico, MSC01 1070, Albuquerque, NM 87131-0001 (corresponding author)
2. Professor, Dept. of Civil Engineering, Univ. of New Mexico, MSC01 1070, Albuquerque, NM 87131-0001.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Transportation,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/JPEODX.0000016
Reference10 articles.
1. Effects of water saturation level on resistance of compacted hot-mix asphalt samples to moisture-induced damage;Choubane B.;Transp. Res. Rec.,2007
2. Development of critical field permeability and pavement density values for coarse-graded Superpave pavements;Cooley L. A.;Transp. Res. Rec.,2001
3. Asphalt permeability testing in Virginia;Maupin G.;Transp. Res. Rec.,2000
4. Permeability and volumetrics of porous asphalt concrete: A theoretical and experimental investigation;Praticò F. G.;Road Materials Pavement Des.,2007
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