Development of a Universal Cracking Amount Model for Fatigue and Reflective Cracking of Asphalt Pavements-Reference-Cited by-同舟云学术

Development of a Universal Cracking Amount Model for Fatigue and Reflective Cracking of Asphalt Pavements

Published:2017-12 Issue:6 Volume:31 Page:04017109
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Hu Sheng¹,Basheer Imad²,Leidy Joe³,Zhou Fujie⁴

Affiliation:

1. Associate Research Engineer, Texas A&M Transportation Institute, College Station, TX 77843.

2. Senior Transportation Engineer, California Dept. of Transportation, 1120 N St., Sacramento, CA 95814.

3. Transportation Engineer, Texas Dept. of Transportation, 9500 N Lake Creek Pkwy., Austin, TX 78731.

4. Research Engineer, Texas A&M Transportation Institute, College Station, TX 77843 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001106

Reference7 articles.

1. Masad E. Al-Rub R. and Little D. (2012). “Recent development and applications of pavement analysis using nonlinear damage (PANDA) model.” Proc. 7th RILEM Int. Conf. on Cracking Pavements Springer France.

2. Scarpas A. (2005). “CAPA3D: A mechanics based computational platform for pavement engineering.” Ph.D. dissertation Delft Univ. of Technology Delft Nethererlands.

3. General pavement performance equation;Sun L.;J. Tongji Univ.,1995

4. Sun L. Liu X. and Xu Z. (1997). “Long term performance study for asphalt pavements.” Proc. 8th Int. Conf. on Asphalt Pavements International Society of Asphalt Pavements Lino Lakes MN 1443–1452.

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