Relationship between Molecular Compositions and Rheological Properties of Neat Asphalt Binder at Low and Intermediate Temperatures

Author:

Elseifi Mostafa A.12345,Mohammad Louay N.12345,Glover Ionela12345,Negulescu Ioan12345,Daly William H.12345,Abadie Christopher12345

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., 3506 Patrick Taylor Hall, Baton Rouge, LA 70803 (corresponding author).

2. Irma Louise Rush Stewart Distinguished Professor, Louisiana State Univ., 3508A Patrick Taylor Hall, Baton Rouge, LA 70803.

3. Ph.D. Associate, Louisiana State Univ., 3506 Patrick Taylor Hall, Baton Rouge, LA 70803.

4. Professor, Louisiana State Univ., 3506 Patrick Taylor Hall, Baton Rouge, LA 70803.

5. Alumni Professor, Louisiana State Univ., 3506 Patrick Taylor Hall, Baton Rouge, LA 70803.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference9 articles.

1. AASHTO. (2007). “Standard method of test for determining the fracture properties of asphalt binder in direct tension (DT).” Standard specifications for transportation materials and methods of sampling and testing 25th Ed. AASHTO T314-07 Washington D.C.

2. Cracking characteristic of asphalt cement;Doyle P. C.;Proc. Association of Asphalt Pavement Technologists,1958

3. Jester R. N. (1997). “Progress of Superpave (superior performing asphalt pavement): Evaluation and implementation.” ASTM STP 1322 ASTM West Conshohocken Pa.

4. Low-temperature ductility in relation to pavement performance;Kandhal P. S.;ASTM Spec. Tech. Publ.,1977

5. Kose S. Guler M. Bahia H. U. and Masad E. (2000). “Distribution of strains within hot-mix asphalt binders—Applying imaging and finite-element techniques.” Transportation Research Record 1728 National Research Council Washington D.C. 21–27.

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