Reduction of critical positive temperature gradients in jointed plain concrete pavements
Author:
Affiliation:
1. Department of Civil and Environmental Engineering, University of Pittsburgh, Pittsburgh, USA
Funder
Pennsylvania Department of Transportation
Publisher
Informa UK Limited
Subject
Mechanics of Materials,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/10298436.2023.2197645
Reference37 articles.
1. Alland K. 2018. Analysing falling weight deflectometer data on curled and warped concrete slabs . PhD Dissertation. University of Pittsburgh.
2. Applied Research Associates (ARA) Inc 2004. Guide for mechanistic-empirical design of new and rehabilitated pavement structures final report NCHRP 1-37A . Washington DC: Transportation Research Board of the National Academies.
3. Beckemeyer C. A. Khazanovich L. and Yu H. T 2002. Determining Amount of Built-in Curling in Jointed Plain Concrete Pavement. Transportation Research Record 1809.
4. Practical issues for using solar-reflective materials to mitigate urban heat islands
5. Global Sensitivity Analysis of Jointed Plain Concrete Pavement Mechanistic–Empirical Performance Predictions
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