Warping Stresses in Concrete Pavements on Pasternak Foundation-Reference-Cited by-同舟云学术

Warping Stresses in Concrete Pavements on Pasternak Foundation

Published:1993-11 Issue:6 Volume:119 Page:905-913
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Shi X. P.¹,Fwa T. F.²,Tan S. A.²

Affiliation:

1. Res. Asst., Dept. of Civ. Engrg. Nat. Univ. of Singapore, 10 Kent Ridge Crescent, Singapore 0511

2. Sr. Lect., Dept. of Civ. Engrg., Nat. Univ. of Singapore, 10 Kent Ridge Crescent, Singapore 0511

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281993%29119%3A6%28905%29

Reference5 articles.

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

2. Pasternak P. L. (1954). On a new method of analysis of an elastic foundation by means of two foundation constants . Gosudarstrennoe Izdatelstro Literaturi po Stroitelstru i Arkhitekture Moscow USSR (in Russian).

3. Shi X. P. Tan S. A. and Fwa T. F. (1992). “Calibration of a thick plate solution for concrete pavements.” Technical rep. CTR‐92‐4 Centre for Transp. Res. Faculty of Engrg. Nat. Univ. of Singapore Singapore.

4. Analysis of stresses in concrete pavements caused by variations of temperature;Westergaard H. M.;Public Roads,1927

5. Experimental analysis of warping stresses in concrete pavements;Yao Z. K.;J. East China Highway,1984

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