Current State of Reflective Cracking in the United States

Author:

Yoon Yoojung1,Patel Saumyang2,Ji Richard3,Hastak Makarand4

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, West Virginia Univ., Morgantown, WV 26506 (corresponding author).

2. Ph.D. Candidate, Division of Construction Engineering and Management, Purdue Univ., West Lafayette, IN 47907.

3. Research Engineer, Indiana Dept. of Transportation, Office of Research and Development, 1205 Montgomery St., West Lafayette, IN 47906.

4. Professor and Head, Division of Construction Engineering and Management, Purdue Univ., West Lafayette, IN 47907.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Strategy and Management,Industrial relations,Building and Construction,Civil and Structural Engineering

Reference43 articles.

1. Baek J. and Al-Qadi I. (2006). “Effectiveness of steel reinforcing interlayer systems on delaying reflective cracking.” Proc. Airfield and Highway Pavement Specialty Conf. ASCE Reston VA 62–73.

2. Bay J. and Stokoe K. (1998). “Development of a rolling dynamic deflectometer for continuous deflection testing of pavements.” Center for Transportation Research Bureau of Engineering Research Univ. of Texas at Austin Austin TX.

3. Bennert T. (2010). “Flexible overlays for rigid pavements.” FHWA-NJ-2009-014 New Jersey Dept. of Transportation Trenton NJ.

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