Fatigue and Thermal Cracking Analysis of Asphalt Mixtures Using Continuum-Damage and Cohesive-Zone Models-Reference-Cited by-同舟云学术

Fatigue and Thermal Cracking Analysis of Asphalt Mixtures Using Continuum-Damage and Cohesive-Zone Models

Published:2018-12 Issue:4 Volume:144 Page:04018040
ISSN:2573-5438
Container-title:Journal of Transportation Engineering, Part B: Pavements
language:en
Short-container-title:J. Transp. Eng., Part B: Pavements

Author:

Rahbar-Rastegar Reyhaneh¹,Dave Eshan V.²^ORCID,Daniel Jo Sias³

Affiliation:

1. Research Engineer, Lyles School of Civil Engineering, Purdue Univ., 550 W Stadium Ave., West Lafayette, IN 47907.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of New Hampshire, 33 Academic Way, W173 Kingsbury Hall, Durham, NH 03824 (corresponding author). ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of New Hampshire, 33 Academic Way, W173 Kingsbury Hall, Durham, NH 03824.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/JPEODX.0000066

Reference27 articles.

1. Evaluation of the relationship between asphalt binder properties and non-load related cracking;Anderson M.;J. Assoc. Asphalt Paving Technol.,2011

2. Effects of Interface Conditions on Reflective Cracking Development in Hot-Mix Asphalt Overlays

3. Application of viscoelastic continuum damage approach to predict fatigue performance of Binzhou perpetual pavements;Cao W.;J. Traffic Transp. Eng.,2016

4. Characterization of asphalt concrete in uniaxial tension using a viscoelastoplastic continuum damage model;Chehab G.;J. Assoc. Asphalt Paving Technol,2003

5. Dave E. V. and B. Behnia. 2016. “Cohesive zone fracture modelling of asphalt pavements with applications to design of high performance asphalt overlays.” 19 (3): 319–337. https://doi.org/10.1080/10298436.2017.1353393.

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