Development of Dowel Looseness Prediction Model for Jointed Concrete Pavements
Author:
Affiliation:
1. Department of Civil Engineering, Michigan State University, East Lansing, Mich. 48824.
2. Texas A&M University, College Station, Tex. 77843.
Abstract
Publisher
SAGE Publications
Subject
Mechanical Engineering,Civil and Structural Engineering
Link
http://journals.sagepub.com/doi/pdf/10.1177/0361198196152500103
Reference8 articles.
Cited by 6 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. The analysis of stress concentration around dowel bars in concrete pavement;Magazine of Concrete Research;2020-01
2. Experimental Simulation and Quantification of Migration of Subgrade Soil into Subbase under Rigid Pavement Using Model Mobile Load Simulator;Journal of Transportation Engineering, Part B: Pavements;2018-12
3. Load Transfer Characteristics of Dowel Bar System in Jointed Concrete Pavement;Journal of Transportation Engineering;2009-11
4. Effect of Dowel Looseness on Response of Jointed Concrete Pavements;Journal of Transportation Engineering;2000-01
5. Experimental Verification of Rigid Pavement Joint Load Transfer Modeling with EverFE;Transportation Research Record: Journal of the Transportation Research Board;1999-01
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