A framework for predicting top-down crack initiation and growth for flexible pavements

Author:

Cai Shengxin1,Huang Kai2,Onifade Ibrahim3,Lytton Robert L.1,Birgisson Bjorn2

Affiliation:

1. Zachry Department of Civil and Environmental Engineering, Texas A&M University, College Station, TX, USA

2. School of Environmental, Civil, Agricultural and Mechanical Engineering, College of Engineering, University of Georgia, Athens, GA, USA

3. General Motors, Austin, TX, USA

Funder

Transport

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Reference64 articles.

1. ARA Inc., 2004. Guide for mechanistic-empirical design of New and rehabilitated pavement structures. NCHRP project 1-37A final report. Washington, DC: Transportation Research Board.

2. Top-Down Fatigue Cracking in High-Temperature Environments

3. Baladi G.Y. Schorsch M. and Svasdisant T. 2003. Determining the causes of top-down cracks in bituminous pavements (No. RC-1440).

4. Bari, J., 2005. Development of a new revised version of the Witczak E* predictive models for hot mix asphalt mixtures. Arizona State University.

5. Bari J. and Witczak M. 2006. Development of a new revised version of the Witczak E* prediction model hot mix asphalt mixtures. Journal of Association of Asphalt Paving Technologists 75 381–423.

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