Influence of Supporting Base Characteristics on Shrinkage-Induced Stresses in Concrete Pavements
Author:
Affiliation:
1. Fellow, ASCE
2. Assoc. Prof., Dept. of Civ. Engrg., Tsinghua Univ., Beijing, 100084, PRC.
3. Prof. and Dir., ACE-MRL, Dept. of Civ. and Envir. Engrg., Univ. of Michigan, Ann Arbor, MI.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Transportation,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282001%29127%3A6%28455%29
Reference10 articles.
1. Branson D. E. ( 1977). Deformation of concrete structures McGraw-Hill New York.
2. Mehta P. K. ( 1985). Concrete structures properties and materials Prentice-Hall Englewood Cliffs N.J.
3. Moody E. D. ( 1998). “Transverse cracking distress in long-term pavement performance jointed concrete pavement sections.” Transp. Res. Rec. 1629 Transportation Research Board Washington D.C. 6–12.
4. Mosley W. H. and Bungey J. H. ( 1990). Reinforced concrete design Macmillan U.K.
5. Neville A. M. ( 1981). Properties of concrete 3rd Ed. Pitman Publishing Ltd. London.
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