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http://dx.doi.org/10.12814/jkgss.2017.16.2.159

Heat Exchange Drainage Method Induced Bearing Capacity Characteristic  

Shin, Seung-min (School of Civil and Environmental Engineering, Sungkyunkwan Univ. Natural Sciences Campus)
Sin, Chun-won (School of Civil and Environmental Engineering, Sungkyunkwan Univ. Natural Sciences Campus)
Yoo, Chung-Sik (School of Civil and Environmental Engineering, Sungkyunkwan Univ. Natural Sciences Campus)
Publication Information
Journal of the Korean Geosynthetics Society / v.16, no.2, 2017 , pp. 159-164 More about this Journal
Abstract
This paper presents the results of an investigation into the thermo-hydromechanical response of weathered granite soil. The effect of forced change temperature and relative humidity at the soil layer boundaries were monitored during heating. A series of load settlement test were performed on layers of compacted, unsatureated weathered granite soil with geosynthetic embedded at mid height before and after application of heat exchanger to the base of the soil layers. The results from this study indicated the potential for using embedded heat exchangers for the mechanical improvement of geotechnical systems incorporating weathered granite soil.
Keywords
Thermo-hydromechanical; Heat exchangers; Weathered granite soil; Geosynthetic;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
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