Aggregate Cost Minimization in Hot-Mix Asphalt Design

Author:

Awuah-Offei K.12,Askari-Nasab H.12

Affiliation:

1. Assistant Professor, Dept. of Mining and Nuclear Engineering, Missouri Univ. of Science and Technology, 226 McNutt Hall, 1870 Miner Circle, Rolla, MO 65401 (corresponding author).

2. Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB T6G 2W2, Canada.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference14 articles.

1. Awuah-Offei K. and Askari-Nasab H. (2009). “Asphalt mix optimization for efficient plant management.” Transportation Research Record 2098 Transportation Research Board Washington DC 105–112.

2. Goode J. F. and Lufsey L. A. (1962). “A new graphical chart for evaluating aggregate.” Proc. Association of Asphalt Paving Technologists Lino Lakes MN 176–207.

3. Huber G. A. and Shuler T. S. (1992). “Providing sufficient void space for asphalt cement: Relationship of mineral aggregate voids and aggregate gradation.” Symp. on Effects of Aggregates and Mineral Fillers on Asphalt Mixture Performance: Publication 1147 ASTM Philadelphia 225–251.

4. Kandhal P. S. and Keohler W. S. (1985). “Marshall mix design method: Current practices.” Proc. Association of Asphalt Paving Technologists Lino Lakes MN 284–303.

5. Kennedy T. W. (1994). “Superior performing asphalt pavements (SUPERPAVE): The product of the SHRP asphalt research program” Rep. No. SHRP-A-410 Transportation Research Board Washington DC 156.

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