Influence of aggregate type and gradation on voids of asphalt concrete pavements

Journal of Materials in Civil Engineering

Volumn 10, Issue 2, 1998, Pages 76-85

  Abdullah, Waddah S ^a,d   Obaidat, Mohammed Taleb ^b,d   Abu Sa'da, Nazem M ^c  

^a Massachusetts Institute of Technology Cambridge   (United States)

^b JORDAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Jordan)

^c ROYAL SCIENTIFIC SOCIETY   (Jordan)

^d ASCE   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ASPHALT; BITUMINOUS PAVING MATERIALS; COMPACTION; CONCRETE AGGREGATES; MECHANICAL PERMEABILITY; POROUS MATERIALS;

AGGREGATE GRADATION; MARSHALL METHOD;

CONCRETE PAVEMENTS;

EID: 0032070685     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(1998)10:2(76)     Document Type: Article

References (5)

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.