Curing of Asphalt Emulsified Tack Coat Subjected to Malaysian Weather Conditions

Author:

Yaacob Haryati1,Chang Fung-Lung2,Rosli Hainin Mohd.3,Jaya Ramadhansyah Putra1

Affiliation:

1. Senior Lecturer, Dept. of Geotechnics and Transportation, Faculty of Civil Engineering, Univ. of Teknologi Malaysia, UTM Skudai, 81310 Johor Bahru, Malaysia.

2. Postgraduate Student, Dept. of Geotechnics and Transportation, Faculty of Civil Engineering, Univ. of Teknologi Malaysia, UTM Skudai, 81310 Johor Bahru, Malaysia (corresponding author).

3. Professor, Dept. of Geotechnics and Transportation, Faculty of Civil Engineering, Univ. of Teknologi Malaysia, UTM Skudai, 81310 Johor Bahru, Malaysia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference16 articles.

1. Asphalt Institute. (2008). “A basic asphalt emulsion manual.” Manual series 19.

2. ASTM. (2008). “Standard test method for residue by evaporation of emulsified asphalt.” D6934 West Conshohocken PA.

3. ASTM. (2012). “Standard specification for cationic emulsified asphalt.” D2397 West Conshohocken PA.

4. Bae A. Mohammad L. N. Elseifi M. A. Button J. and Patel N. (2010). “Effects of temperature on interface shear strength of emulsified tack coats and its relationship to rheological properties.” J. Transp. Res. Board 2180(1).

5. Modeling the effect of environmental factors on evaporative water loss in asphalt emulsions for chip seal applications

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