Reflective Cracking Performance Evaluations of Highly Polymer-Modified Asphalt Mixture-Reference-Cited by-同舟云学术

Reflective Cracking Performance Evaluations of Highly Polymer-Modified Asphalt Mixture

Published:2024-09 Issue:3 Volume:150 Page:
ISSN:2573-5438
Container-title:Journal of Transportation Engineering, Part B: Pavements
language:en
Short-container-title:J. Transp. Eng., Part B: Pavements

Author:

Zeng Zhe¹^ORCID,Sudarsanan Nithin²,Underwood B. Shane³^ORCID,Kim Y. Richard⁴^ORCID,Guddati Murthy⁵

Affiliation:

1. Postdoctoral Research Scholar, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., 915 Partners Way, Raleigh, NC 27695 (corresponding author). ORCID: .

2. Research Associate, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., 915 Partners Way, Raleigh, NC 27695.

3. Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., 915 Partners Way, Raleigh, NC 27695. ORCID: .

4. Jimmy D. Clark Distinguished University Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., 915 Partners Way, Raleigh, NC 27695. ORCID: .

5. Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., 915 Partners Way, Raleigh, NC 27695.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JPEODX.PVENG-1566

Reference27 articles.

1. AASHTO. 2020. Mechanistic–empirical pavement design guide: A manual of practice. Washington, DC: AASHTO.

2. AASHTOWare Pavement ME Design. 2023. “AASHTO pavement ME design team.” Accessed March 10 2023. https://me-design.com/MEDesign/Software.aspx.

3. ARA (Applied Research Associates), Inc. 2004. Guide for mechanistic-empirical design of new and rehabilitated pavement structures. Washington, DC: National Cooperative Highway Research Program.

4. Aging-Effect Incorporation into the Fatigue-Damage Modeling of Asphalt Mixtures Using the S-VECD Model

5. Chehab G. R. 2002. “Characterization of asphalt concrete in tension using a viscoelastoplastic model.” Ph.D. dissertation Dept. of Civil Construction and Environmental Engineering North Carolina State Univ.

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