Analysis and Verification of Thermal-Gradient Effects on Concrete Pavement-Reference-Cited by-同舟云学术

Analysis and Verification of Thermal-Gradient Effects on Concrete Pavement

Published:1995-01 Issue:1 Volume:121 Page:75-81
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Choubane Bouzid¹,Tia Mang²

Affiliation:

1. Transp. Engr., Virginia Dept. of Transp., 1401 E. Broad St., Richmond, VA 23219.

2. Prof., Dept. of Civ. Engrg., Univ. of Florida, 545 Weil Hall, Gainesville, FL 32611.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281995%29121%3A1%2875%29

Reference11 articles.

1. Annual book of ASTM standards. (1993). Vol. 4.08 ASTM Philadelphia Pa.

2. Chou Y. T. (1981). “Structural analysis computer programs for rigid multi-component pavement structures with discontinuities—WESLIQUID and WESLAYER.” Technical Reports 1–3 U.S. Army Engrg. Waterways Experiment Station Vicksburg Miss.

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

4. Manual of Florida sampling and testing methods. (1993). 3rd Ed. Florida Dept. of Transp. Tallahassee Fla.

5. BASIS FOR DERIVATION OF MATRICES FOR THE DIRECT STIFFNESS METHOD

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