Effects of Large Freeze-Thaw Cycles on Stiffness and Tensile Strength of Asphalt Concrete-Reference-Cited by-同舟云学术

Effects of Large Freeze-Thaw Cycles on Stiffness and Tensile Strength of Asphalt Concrete

Published:2016-03 Issue:1 Volume:30 Page:06014006
ISSN:0887-381X
Container-title:Journal of Cold Regions Engineering
language:en
Short-container-title:J. Cold Reg. Eng.

Author:

Islam Md Rashadul¹,Tarefder Rafiqul A.²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of New Mexico, MSC01 1070, 1 University of New Mexico, Albuquerque, NM 87131 (corresponding author).

2. Professor, Dept. of Civil Engineering, Univ. of New Mexico, MSC01 1070, 1 University of New Mexico, Albuquerque, NM 87131.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CR.1943-5495.0000094

Reference14 articles.

1. AASHTO. (2007a). “Determining the fatigue life of compacted hot-mix asphalt subjected to repeated flexural bending.” T321-07 Washington DC.

2. AASHTO. (2007b). “Preparing and determining the density of hot-mix asphalt (HMA) specimens by means of the SuperPave gyratory compactor.” T312-07 Washington DC.

3. AASHTO. (2007c). “Resistance of compacted hot mix asphalt (HMA) to moisture-induced damage.” T283-07 Washington DC.

4. AASHTO. (2008). “Mechanistic-empirical pavement design guide.” A manual of practice Washington DC.

5. ASTM. (2005). “Standard test method for freeze-thaw and de-icing salt durability of solid concrete interlocking paving units.” C1645 West Conshohocken PA.

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