Effect of Mixture Characteristics on Cooling Rate of Asphalt Pavements-Reference-Cited by-同舟云学术

Effect of Mixture Characteristics on Cooling Rate of Asphalt Pavements

Published:2009-05 Issue:5 Volume:135 Page:297-304
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Chang Chieh-Min¹²³,Chang Yen-Jui¹²³,Chen Jian-Shiuh¹²³

Affiliation:

1. Assistant Professor, Dept. of Marine and Mechanical Engineering, Naval Academy, 669 Junxiao Rd., Zuoying District, Kaohsiung 813, Taiwan.

2. Graduate Research Assistant, Dept. of Civil Engineering, Sustainable Environment Research Center, National Cheng Kung Univ., 1 University Rd., Tainan 701, Taiwan.

3. Professor, Dept. of Civil Engineering, Sustainable Environment Research Center, National Cheng Kung Univ., 1 University Rd., Tainan 701, Taiwan (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000004

Reference20 articles.

1. Dickson P. F. and Corlew J. S. (1970). “Thermal computations related to the study of pavement compaction cessation requirements.” Proc. Association of Asphalt Paving Technologists Vol. 39 St. Paul Minn. 377–403.

2. Model to Predict Pavement Temperature Profile: Development and Validation

3. Foster C. R. (1970). “A study of cessation requirements for constructing hot mix asphalt pavements.” Highway Research Record . 307 Highway Research Board Washington D.C. 70–75.

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