Interface Shear Stress in Overlaid Concrete Pavements-Reference-Cited by-同舟云学术

Interface Shear Stress in Overlaid Concrete Pavements

Published:1994-03 Issue:2 Volume:120 Page:163-177
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Lau C. M.¹,Fwa T. F.²,Paramasivam P.³

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

3. Assoc. Prof., 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%281994%29120%3A2%28163%29

Reference18 articles.

1. Betterton R. M. Knutson M. J. and Marks V. J. (1985). “Fibrous portland cement concrete overlay research in Greene County Iowa.” Transp. Res. Record 1040 Transportation Research Board (TRB) Washington D.C. 1–7.

2. SLAB BRIDGES WITH ARBITRARY SHAPE AND SUPPORT CONDITIONS: A GENERAL METHOD OF ANALYSIS BASED ON FINITE ELEMENTS.

3. Cleland D. J. Naderi M. and Long A. E. (1986). “Bond strength of patch repair mortars for concrete.” Adhesion between polymer and concrete Chapman & Hall London England 235–244.

4. Concrete roads design and construction . (1956). Road Research Laboratory Ministry of Transport London England.

5. Faraggi V. Jofre C. and Kramer C. (1987). “Combined effect of traffic loads and thermal gradients on concrete pavement design.” Transp. Res. Record 1136 Transportation Research Board (TRB) Washington D.C. 108–118.

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