Finite element modeling of raveling in open-graded friction courses (OGFC) with fatigue cohesive zone model

Author:

Deng KailingORCID,Wang DuanyiORCID,Tang ChengORCID,Fang Qiuping,Chen Luobin,Situ Jianwen

Funder

National Natural Science Foundation of China

Guangdong Provincial Natural Science Foundation

Publisher

Elsevier BV

Reference36 articles.

1. J.W. Button, E.G. Fernando, D.R. Middleton, Synthesis of Pavement Issues Related to High-Speed Corridors: Summary Report. Project Summary Report 0-4756-S., Texas Transportation Institute. (2005).

2. A.E. Alvarez, A.E. Martin, C.K. Estakhri, J.W. Button, C.J. Glover, S.H. Jung, Synthesis of current practice on the design, construction, and maintenance of porous friction courses. Optimizing the Design of Permeable Friction Courses (PFC), Texas Transportation Institute. (2006).

3. E. Arámbula-Mercado, R.A. Hill, S. Caro, L. Manrique, E.S. Park, E. Fernando, Understanding Mechanisms Of Raveling To Extend Open Graded Friction Course (OGFC) service life, Florida Department of Transportation, Tallahassee, BDR74-977-04. (2016).

4. Efficient LBP-GLCM texture analysis for asphalt pavement raveling detection using eXtreme Gradient Boost;Daneshvari;Constr. Build. Mater.,2023

5. K.-W. Liu, A.E. Alvarez, A.E. Martin, T. Dossey, A. Smit, C.K. Estakhri, Synthesis of current research on permeable friction courses: Performance, design, construction, and maintenance. Performance of Permeable Friction Courses (PFC) Pavements Over Time, Texas Transportation Institute. (2010).

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