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http://dx.doi.org/10.12814/jkgss.2014.13.4.001

Behavior Characteristics of Water Supply Pipeline Due to Freezing Temperature  

Shin, Eun Chul (Dept. of SOC Research Institute, Korea Institute of Construction Technology)
Ryu, Byung Hyun (Dept. of SOC Research Institute, Korea Institute of Construction Technology)
Kang, Hyoun Hoi (Dept. of Civil and Environmental Engineering, Incheon National University)
Hwnag, Soon Gab (Dept. of Civil and Environmental Engineering, Incheon National University)
Publication Information
Journal of the Korean Geosynthetics Society / v.13, no.4, 2014 , pp. 1-10 More about this Journal
Abstract
This paper presents the results of a field pilot test about deformation of water supply pipelines due to freezing temperature. There is a difference between for frost heaving load to act on the water supply pipelines. If the Marston-Spangler theory is only considered for the frost heaving load to act on the water supply pipeline, it is likely to deviate from the safety of the water supply pipeline, strains of the water supply pipeline show a tendency of smaller value than the value of numerical analysis.
Keywords
Frost heaving susceptibility; Heave amount and pressure; Water supply line; Ground freezing;
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