Effect of Dowel Looseness on Response of Jointed Concrete Pavements
Author:
Affiliation:
1. Member, ASCE
2. Asst. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Maine, 5711 Boardman Hall, Orono, ME 04469-5711. E-mail: wdavids@umeciv. maine.edu
Publisher
American Society of Civil Engineers (ASCE)
Subject
Transportation,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282000%29126%3A1%2850%29
Reference21 articles.
1. Buch N. and Zollinger D. G. (1996). “Development of dowel looseness prediction model for jointed concrete pavements.” Transp. Res. Rec. 1525 Transportation Research Board Washington D.C. 21–27.
2. Nonlinear FE Analysis of Plain Concrete Pavements with Doweled Joints
3. Development of Embedded Bending Member to Model Dowel Action
4. Multigrid Preconditioner for Unstructured Nonlinear 3D FE Models
5. Davids W. Turkiyyah G. and Mahoney J. (1998a). . “EverFE—Rigid pavement 3D finite element analysis tool.” Transp. Res. Rec. 1629 Transportation Research Board Washington D.C. 41–49.
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