Inclusion of Built-In Curling Temperature Profile in Curling-Stress Determination for Rigid Pavement-Reference-Cited by-同舟云学术

Inclusion of Built-In Curling Temperature Profile in Curling-Stress Determination for Rigid Pavement

Published:2015-04 Issue:4 Volume:141 Page:06014003
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Chen Liangliang¹,Feng Decheng²,Quan Lei³

Affiliation:

1. Ph.D. Candidate, School of Transportation Science and Engineering, Harbin Institute of Technology, No. 73, Huanghe Rd., Harbin 150090, China (corresponding author).

2. Professor, School of Transportation Science and Engineering, Harbin Institute of Technology, No. 73, Huanghe Rd., Harbin 150090, China.

3. Ph.D. Student, School of Transportation Science and Engineering, Harbin Institute of Technology, No. 73, Huanghe Rd., Harbin 150090, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000755

Reference18 articles.

1. Armaghani J. M. Larsen T. J. and Smith L. L. (1987). “Temperature response of concrete pavements.” Transportation Research Record 1121 Transportation Research Board Washington DC 23–33.

2. Analysis and Verification of Thermal-Gradient Effects on Concrete Pavement

3. Guo E. H. (2006). “Fundamental modeling of curling responses in concrete pavement.” Proc. 6th Int. Delft Univ. of Technology (DUT)-Workshop on Fundamental Modeling of Design and Performance of Concrete Pavements Delft Univ. of Technology Delft Netherlands.

4. Influence of Paving Condition on Longitudinal Cracking of Portland Cement Concrete Pavement

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