5Sousa J B, et al. Permanent deformation response of asphalt aggregate mixes. Rep. No. SHRP-A-415,Strategic Highway Research Program, National Research Council, Washington, D C 1994 被引量：1
6Dawley CB, Hogewiede BL, Anderson KO. Mitigation of instability rutting of asphalt concrete pavements in Lethbridge, Alberta, Canada. Journal of the Association of Asphalt Paving Technologists, Vol. 59, Association of Asphalt Paving Technologists, St. Paul, Minnesota. 1990 被引量：1
7AASHTO. AASHTO 2002 Guide for design of pavement structures, American Association of State Highway and Transportation Officials Washington, D.C. ,2004 被引量：1
8Finn F N. Factors involved in the design of asphalt pavement surfaces. The National Co-operative High-way Research Program, NCHRP Rep. No. 39, Transportation Research Board, Washington, D.C. 1967 被引量：1
9Monismith C L, Hicks R G, Finn F M, et al. Permanent deformation response of asphalt aggregate mixes. SHRP-A-415,Strategic Highway Research Program, Transportation Research Board, National Research Council, Washington, D.C. , 1994 被引量：1
10Achilles A R. Development of rutting progression models by combing data from multiple sources, Ph. Ddissertation, University of California, Bekerley, 2000 被引量：1
