Component Dowel-Bar Model for Load-Transfer Systems in PCC Pavements-Reference-Cited by-同舟云学术

Component Dowel-Bar Model for Load-Transfer Systems in PCC Pavements

Published:1995-05 Issue:3 Volume:121 Page:289-298
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Guo Hua¹,Sherwood James A.²,Snyder Mark B.³

Affiliation:

1. Sr. Engr., Galaxy Scientific Corp., 2500 English Creek Ave., Building 11, Pleasantville, NJ 08232.

2. Res. Highway Engr., Federal Highway Admin., 6300 Georgetown Pike, McLean, VA 22101.

3. Asst. Prof., Dept. of Civ. and Mineral Engrg., Univ. of Minnesota, Minneapolis, MN 55455-0220.

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%3A3%28289%29

Reference18 articles.

1. Darter M. I. (1977). “Design of zero-maintenance plain jointed concrete pavement. Vol. 1 Development of design procedures.” FHWA-RD-77-111 .

2. Friberg B. F. (1938). “Design of dowels in transverse joints of concrete pavements.” Proc . ASCE New York N.Y. 64(9).

3. Guo H. and Dong M. (1992). “An analytical model for evaluating computer programs for structural analysis of jointed concrete pavements.” Workshop on Load Equivalency Mathematical Modeling of PCC Pavements . Washington D.C. Feb.

4. Ioannides A. M. (1984). “Analysis of slabs-on-grade for a variety of loading and support conditions.” PhD thesis University of Illinois Urbana Ill.

5. Keeton J. R. (1957). “Load transfer characteristics of a doweled joint subjected to aircraft wheel loads.” Proc . HRB Vol. 36.

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