Model for Nonlinear Thermal Effect on Pavement Warping Stresses-Reference-Cited by-同舟云学术

Model for Nonlinear Thermal Effect on Pavement Warping Stresses

Published:2003-11 Issue:6 Volume:129 Page:695-702
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Zhang J.¹,Fwa T. F.²,Tan K. H.³,Shi X. P.⁴

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, National Univ. of Singapore, 10 Kent Ridge Crescent, Singapore 119260.

2. Professor, Dept. of Civil Engineering, National Univ. of Singapore, 10 Kent Ridge Crescent, Singapore 119260.

3. Associate Professor, Dept. of Civil Engineering, National Univ. of Singapore, 10 Kent Ridge Crescent, Singapore 119260.

4. Formerly, Research Engineer, Dept. of Civil Engineering, National Univ. of Singapore, 10 Kent Ridge Crescent, Singapore 119260.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282003%29129%3A6%28695%29

Reference13 articles.

1. Bradbury R. D. (1938). Reinforced concrete pavements Wire Reinforcement Institute Washington D. C.

2. Choubane B. and Tia M. (1992). “Nonlinear temperature gradient effect on maximum warping stresses in rigid pavements.” Transportation Research Record 1370 Transportation Research Board Washington D. C. 11–19.

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

4. Huang Y. H. (1993). Pavement analysis and design Prentice-Hall Engelwood Cliffs N.J.

5. Pasternak P. L. (1954). “On a new method of analysis of an elastic foundation by means of two foundation constants.” Gps. Izd. Lit. po Strait. I Arkh (in Russian).

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