Evaluation of the Accuracy of Pavement ME Methodology in Calculating Equivalent Loading Frequency and Its Effect on Strain Response Predictions in Flexible Pavements-Reference-Cited by-同舟云学术

Evaluation of the Accuracy of Pavement ME Methodology in Calculating Equivalent Loading Frequency and Its Effect on Strain Response Predictions in Flexible Pavements

Published:2024-03 Issue:1 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:

Chen Peng¹,Chatti Karim²,Cetin Bora³^ORCID

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI 48824 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI 48824.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI 48824. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPEODX.PVENG-1434

Reference15 articles.

1. AASHTO. 1993. AASHTO guide for design of pavement structures. Washington, DC: AASHTO.

2. Accuracy of Current Complex Modulus Selection Procedure from Vehicular Load Pulse

3. Frequency determination from vehicular loading time pulse to predict appropriate complex modulus in MEPDG;Al-Qadi I. L.;Asphalt Paving Technol.-Proc.,2008

4. ARA (Applied Research Associates). 2001. “Appendix CC-3 of the guide for mechanistic-empirical design of new and rehabilitated pavement structures.” NCHRP 1-37A. Accessed July 1 2016. https://me-design.com/medesign/Documents.html?AspxAutoDetectCookieSupport=1.

5. Determination of Young’s modulus for bituminous materials in pavement design;Brown S. F.;Highway Res. Rec.,1973