Crack Width Measurements in Continuously Reinforced Concrete Pavements

Author:

Kohler Erwin R.12,Roesler Jeffery R.12

Affiliation:

1. PhD Candidate, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, B233 Newmark Civil Engineering Laboratory, MC-250, 205 North Mathews Ave., Urbana, IL 61801.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 1211 Newmark Civil Engineering Laboratory, MC-250, 205 North Mathews Ave., Urbana, IL 61801 (corresponding authors).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference24 articles.

1. Abdel-Maksoud M. G. (2001). “Relationship between joint performance and geometrical and mechanical properties of concrete joints subject to cyclic shear.” PhD thesis Univ. of Illinois Urbana Ill.

2. Abdel-Maksoud M. G. (2003). “Effect of the material properties of concrete on joint performance.” Proc. 82nd Transportation Research Board Meeting Transportation Research Board Washington D.C.

3. Burke J. E. and Dhamrait J. S. (1968). “A twenty-year report on the Illinois continuously reinforced pavement.” Highway Research Record. 239 National Research Council Washington D.C. 197–211.

4. Colley B. E. and Humphrey H. A. (1967). “Aggregate interlock at joints in concrete pavements.” Highway Research Record. 189 National Research Council Washington D.C. 1–18.

5. Chou C.-P. Cheng H.-J. and Lin S-T. (2004). “Analysis of concrete joint movements and seasonal thermal stresses at the Chiang Kai-Shek International Airport.” Proc. Federal Aviation Administration FAA Worldwide Airport Technology Transfer Conf. Federal Aviation Administration Washington D.C.

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