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http://dx.doi.org/10.12989/gae.2022.29.3.349

Evaluation criteria for freezing and thawing of tunnel concrete lining according to theoretical and experimental analysis  

Moon, Joon-Shik (Department of Civil Engineering, Kyungpook National University)
An, Jai-Wook (Department of Ground Safety, KALIS)
Kim, Hong-Kyoon (Department of Ground Safety, KALIS)
Lee, Jong-Gun (Department of Ground Safety, KALIS)
Lattner, Tim (Office of Maintenance, DOT)
Publication Information
Geomechanics and Engineering / v.29, no.3, 2022 , pp. 349-357 More about this Journal
Abstract
Abnormal climate events are occurring frequently around the world. In particular, cold waves and heavy snow lead to damage and deterioration of facilities, which can cause loss of life or property damage, such as shortening the lifespan of facilities. Therefore, it is very important to prepare an appropriate maintenance system and to establish a strategy to cope with abnormal weather conditions. In this study, laboratory freezing experiments were performed to analyze the freeze-thaw characteristics affecting the tunnel concrete lining, and heat flow analysis was carried out based on the test results. Based on these experimental and theoretical analysis results, quantitative freeze-thaw evaluation criteria for tunnel concrete linings were proposed.
Keywords
freeze-thaw evaluation criteria; freezing and thawing; fourier's law; heat flow analysis; thermal energy;
Citations & Related Records
Times Cited By KSCI : 8  (Citation Analysis)
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