Two-Step Approach to Prediction of Asphalt Concrete Modulus from Two-Phase Micromechanical Models-Reference-Cited by-同舟云学术

Two-Step Approach to Prediction of Asphalt Concrete Modulus from Two-Phase Micromechanical Models

Published:2005-08 Issue:4 Volume:17 Page:407-415
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Li Yongqi¹²,Metcalf John B.¹²

Affiliation:

1. PhD, Pavement Performance Engineer, Arizona Dept. of Transportation, 1221 North 21st Ave., Phoenix, AZ 85009-3740; formerly, Research Assistant, Dept. of Civil Engineering, 1419 CEBA, Louisiana State Univ.

2. PhD, Freeport-McMoRan Professor, Dept. of Civil Engineering, 1419 CEBA, Louisiana State Univ., Baton Rouge, LA 70803. E-mail:

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282005%2917%3A4%28407%29

Reference27 articles.

1. ASTM. (1998). “Standard test method for indirect tension test for resilient modulus of bituminous mixtures—ASTM standard D4123-82.” Annual book of ASTM standards Vol. 3 West Conshohocken Pa.

2. Buttlar W. G. Bozkurt D. Al-Khateeb G. G. and Waldhoff A. S. (1999). “Understanding asphalt mastic behavior through micro mechanics.” Transportation Research Record. 1681 Washington D.C. 157–169.

3. Evaluation of empirical and theoretical models to determine asphalt mixtures stiffnesses at low temperature;Buttlar W. G.;J. of the Assn. of Asphalt Paving Technologists,1996

4. Solutions for effective shear properties in three phase sphere and cylinder models

5. Erratum

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