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Waste Tire Rubberized Concrete Plates for Airport Pavements: Stress and Strain Profiles in Time and Space Domains
DICAM, Facoltà di Ingegneria, Alma Mater Studiorum, Università di Bologna, Viale Risorgimento 2, 40136 (BO), Italy.
Computers, Materials & Continua 2012, 31(2), 87-112. https://doi.org/10.3970/cmc.2012.031.087
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The present study follows a previous study on the stress and strain profiles along the cross-section of waste tire rubberized concrete plates for airport pavements, subjected to quasi-static loads [Ferretti and Bignozzi (2012)]. Further results on the in-situ performance of concrete plain and rubberized taxiways have been collected and presented here. The experimental program has been undertaken at the Guglielmo Marconi airport of Bologna (Italy). It concerns two portions of the taxiway, one built with plain concrete and one with rubberized concrete. Each portion has been fitted with strain gauges embedded in concrete for the acquisition of vertical strains.Keywords
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APA Style
Ferretti, E. (2012). Waste tire rubberized concrete plates for airport pavements: stress and strain profiles in time and space domains. Computers, Materials & Continua, 31(2), 87-112. https://doi.org/10.3970/cmc.2012.031.087
Vancouver Style
Ferretti E. Waste tire rubberized concrete plates for airport pavements: stress and strain profiles in time and space domains. Comput Mater Contin. 2012;31(2):87-112 https://doi.org/10.3970/cmc.2012.031.087
IEEE Style
E. Ferretti, "Waste Tire Rubberized Concrete Plates for Airport Pavements: Stress and Strain Profiles in Time and Space Domains," Comput. Mater. Contin., vol. 31, no. 2, pp. 87-112. 2012. https://doi.org/10.3970/cmc.2012.031.087
This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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