Influence of Aggregate Type and Gradation on Voids of Asphalt Concrete Pavements

Author:

Abdullah Waddah S.,Obaidat Mohammed Taleb,Abu-Sa'da Nazem M.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference5 articles.

1. Abdullah W. S. (1987). “The rational design of aggregate gradations—Concept and programming.” Rep. A-87 . Build. Res. Ctr. Royal Scientific Soc. Amman Jordan.

2. Hinrichsen J. and Heggen J. (1996). “Minimum VMA in HMA based on gradation and volumetric properties.” Transp. Res. Board 75th Annu. Meeting Paper 960410 Transp. Res. Board 1545 Washington D.C. 75–79.

3. Lees G. (1970). “The rational design of aggregate gradings for dense asphaltic compositions.” Proc. Asphalt Paving Technologies Vol. 39 60–90 Kansas City Mo.

4. Lees G. (1987). “Asphalt mix design for optimum structural and tyre interaction purposes.” Proc. 6th Int. Conf. on Struct. Des. of Asphalt Pavements Vol. I University of Michigan Ann Arbor Mich.

5. Mix design method for asphalt concrete . (1993). Manual Ser. 2 (MS-2) The Asphalt Inst. College Park Md.

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