Numerical Evaluation of Applying Geothermal Bridge Deck Deicing Systems to Mitigate Concrete Deterioration from Temperature Fluctuations

Author:

Turner Ethan1,Khosravi Mohammad2ORCID,Toomani Pooria3,Matteson Kirsten4ORCID,Plymesser Kathryn5,McKittrick Ladean6,Jackson Jeff7

Affiliation:

1. Dept. of Civil Engineering, Montana State Univ., Bozeman, MT 59717.

2. Assistant Professor, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT 59717 (corresponding author). ORCID: .

3. Ph.D. Candidate, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT 59717.

4. Assistant Professor, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT 59717. ORCID: .

5. Associate Professor, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT 59717.

6. Assistant Teaching Professor, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT 59717.

7. Geotechnical and Pavement Bureau, Montana Department of Transportation, Helena, MT 59620.

Publisher

American Society of Civil Engineers (ASCE)

Reference22 articles.

1. AASHTO. 2021. AASHTO LRFD bridge design specifications, customary U.S. units. Washington, DC: AASHTO.

2. Balbay A. and M. Esen. 2013. “Temperature distributions in pavement and bridge slabs heated by using vertical ground-source heat pump systems.” Acta Sci. Technol. 35 (4): 677–685.

3. Brandl H. 2016. “Geothermal geotechnics for urban undergrounds.” Procedia Eng. 165: 747–764. https://doi.org/10.1016/j.proeng.2016.11.773.

4. Brenner B. M. Sanayei E. Bell P. Rosenstrauch E. Pheifer and W. Marr. 2011. “The influence of temperature changes on bridge structural behavior.” Accessed September 14 2023. https://www.geocomp.com/files/papers/TheInfluenceofTemperatureChangesonBridgeStructuralBehavior_WEB.pdf.

5. COMSOL. 2017. COMSOL MultiphysicsTM version 5.3: Pipe flow module user’s guide. Burlington, MA: COMSOL.

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