An Approach to Estimate the Rutting Performance from the Dynamic Modulus of Asphalt Concrete

Author:

Asifur Rahman A. S. M.123,Mendez Larrain Matias M.123,Tarefder Rafiqul A.123

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Univ. of New Mexico, MSC01 1070, 1 University of New Mexico, Albuquerque, NM 87131.

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

3. 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

Reference5 articles.

1. Calibration of Mechanistic-Empirical Rutting Model for In-Service Pavements

2. Development of a Pavement Rutting Model from Experimental Data

3. Generalization of Kramers-Kronig transforms and some approximations of relations between viscoelastic quantities

4. Influence of aggregate on rutting in asphalt concrete pavements;Button J.W.;Transp. Res. Rec., 1259, Transportation Research Board, Washington, D. C.,1990

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