Effects of Creep and Built-In Curling on Stress Development of Portland Cement Concrete Pavement under Environmental Loadings

Author:

Yeon Jung Heum1,Choi Seongcheol2,Ha Soojun3,Won Moon C.4

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Texas at Austin, 1 University Station D9300, Austin, TX 78712 (corresponding author).

2. Assistant Professor, School of Civil and Environmental Engineering, Urban Design and Studies, Chung-Ang Univ., Seoul 156-756, Korea.

3. Postdoctoral Fellow, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Texas at Austin, 1 University Station D9300, Austin, TX 78712.

4. Professor, Dept. of Civil and Environmental Engineering, Texas Tech Univ., 10th and Akron, Lubbock, TX 79409.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference23 articles.

1. Alvaredo A. M. (1994). “Drying shrinkage and crack formation.” Building Materials Reports 5 Laboratory For Building Materials Swiss Federal Institute of Technology Zurich Switzerland.

2. ARA Inc. (2004). “Guide for mechanistic-empirical pavement design of new and rehabilitated pavement structures.” Final Rep. NCHRP Project 1-37A Transportation Research Board of the National Academies Washington DC.

3. Numerical determination of long-range stress history from strain history in concrete;Bažant Z. P.;Mater. Struct.,1972

4. Prediction of concrete creep effects using age-adjusted effective modulus method;Bažant Z. P.;J. Am. Concr. Inst.,1972

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