Use of Viscoelastic Continuum Damage Theory to Correlate Fatigue Resistance of Asphalt Binders and Mixtures-Reference-Cited by-同舟云学术

Use of Viscoelastic Continuum Damage Theory to Correlate Fatigue Resistance of Asphalt Binders and Mixtures

Published:2018-11 Issue:11 Volume:18 Page:04018151
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Cao Wei¹,Mohammad Louay N.²,Barghabany Peyman³

Affiliation:

1. Research Associate, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Louisiana Transportation Research Center, 4101 Gourrier Ave., Baton Rouge, LA 70808.

2. Irma Louise Rush Stewart Distinguished Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Louisiana Transportation Research Center, 4101 Gourrier Ave., Baton Rouge, LA 70808 (corresponding author).

3. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Louisiana State Univ., 4101 Gourrier Ave., Baton Rouge, LA 70808.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001306

Reference31 articles.

1. AASHTO. 2012. Standard method of test for estimating fatigue resistance of asphalt binders using the linear amplitude sweep. AASHTO TP 101. Washington DC: AASHTO.

2. AASHTO. 2015a. Standard method of test for determining the dynamic modulus and flow number for hot mix asphalt (HMA) using the asphalt mixture performance tester (AMPT). AASHTO TP 79. Washington DC: AASHTO.

3. AASHTO. 2015b. Standard practice for mixture conditioning of hot mix asphalt. AASHTO R 30. Washington DC: AASHTO.

4. AASHTO. 2016. Standard method of test for determining the damage characteristic curve of asphalt mixtures from direct tension cyclic fatigue tests. AASHTO TP 107. Washington DC: AASHTO.

5. Development of binder specification parameters based on characterization of damage behavior;Bahia H. U.;J. Assoc. Asphalt Paving Technol.,2001

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