Temperature Effects on Rigid Pavements-Reference-Cited by-同舟云学术

Temperature Effects on Rigid Pavements

Published:1994-01 Issue:1 Volume:120 Page:127-143
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Harik I. E.¹,Jianping P.²³,Southgate H.⁴,Allen D.⁵

Affiliation:

1. Assoc. Prof., Dept. of Civ. Engrg., Univ. of Kentucky, Lexington, KY 40506‐0046

2. Sr. Des. Engr., Ningxia Arch. Des. Inst., Yinchuan, People's Republic of China

3. Visiting Scholar at Dept. of Civ. Engrg., Univ. of Kentucky, Lexington, KY

4. Res. Engr., Kentucky Transp. Ctr., Coll. of Engrg., Univ. of Kentucky, Lexington, KY 40506‐0043

5. Chf. Res. Engr., Kentucky Transp. Ctr., Coll. of Engrg., Univ. of Kentucky, Lexington, KY

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281994%29120%3A1%28127%29

Reference19 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.” 71st Ann. Mtg. of Transp. Res. Board Transp. Res. Rec. No. 1370 Transportation Research Board Washington D.C. 11–19.

3. Warping stresses and deflections in concrete pavements;Harr M. E.;Hwy. Res. Board Proc.,1959

4. Ioannides A. M. and Salsilli‐Murua R. A. (1989). “Temperature curling in rigid pavements: an application of dimensional analysis.” Transp. Res. Rec. 1227 1–11.

5. Ioannides A. M. Thompson M. R. and Barenberg E. J. (1985). “Finite element analysis of slabs‐on‐grade using a variety of support models.” Proc. 3rd Int. Conf. on Concrete Pavement Design and Rehabilitation Purdue Univ. West Lafayette Ind. 309–324.

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