Recursive pseudo fatigue cracking damage model for asphalt pavements-Reference-Cited by-同舟云学术

Recursive pseudo fatigue cracking damage model for asphalt pavements

Published:2021-01-08 Issue: Volume: Page:1-21
ISSN:1029-8436
Container-title:International Journal of Pavement Engineering
language:en
Short-container-title:International Journal of Pavement Engineering

Author:

Tutu Kenneth A.¹,Timm David H.²

Affiliation:

1. Department of Civil Engineering, Kwame Nkrumah University of Science and Technology, Kumasi, Ghana

2. Department of Civil Engineering, Auburn University, Auburn, AL, USA

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10298436.2020.1867856

Reference50 articles.

1. Evaluation of Fatigue Models of Hot-Mix Asphalt through Laboratory Testing

2. Asphalt Institute, 2008. Thickness design: asphalt pavements for highways and streets. Manual Series No. 1, 9th ed. College Park, MD.

3. Application of Elastic–Viscoelastic Correspondence Principle to Determine Fatigue Endurance Limit of Hot-Mix Asphalt

4. Fatigue Endurance Limit for Highway and Airport Pavements

5. Carpenter, S.H. and Shen, S., 2009. Effect of mixture variables on the fatigue endurance limit for perpetual pavement design. 2nd international conference on perpetual pavements, September 30–October 2, 2009, Columbus, OH.

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