An evaluation of JPCP faulting and transverse cracking models of the mechanistic-empirical pavement design guide

Author:

Mu F.,Vandenbossche J. M.,Gatti K. A.,Sherwood J. A.

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Reference12 articles.

1. AASHTO. (1993).Guide for design of pavement structures. Washington, DC: American Association of State Highway and Transportation Officials.

2. ARA, Inc., ERES Division. (2004).Guide for mechanistic-empirical design of new and rehabilitated pavement structure. Final Report NCHRP 1-37A. Washington, DC: Transportation Research Board of the National Academies.www.trb.org/mepdg/guide.htm

3. Barenberg, E.J., Armaghani, J., Ceylan, H., Dempsey, B., Tayabji, S. & Won, M. (2005). Review comments on the 2002 MEDG for new concrete pavements. Prepared for NCHRP 1-40A (02).

4. Buch, N., Chatti, K., Haider, S.W. & Manik, A. (2008).Evaluation of the 1-37A design process for new and rehabilitated JPCP and HMA pavements. Report prepared for The Michigan Department of Transportation Research Report RC-1516, Michigan State University.

5. Coree, B. (2005).Implementing the mechanistic-empirical pavement design guide: technical report. Report prepared for the Iowa Highway Research Board (IHRB) Project TR-509, Iowa State University.

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