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Estimation of Deterioration Depth of Rock Slope due to Freezing-thawing  

Baek Yong (Korea Institute of Construction Technology, Dept. Ceo-technical Engineering)
Seo Yong-Seok (Dept. of Earth & Environmental Sci. & Institute for Basic Science Research, Chungbuk National University)
Jeong Ja-Hyea (Korea Institute of Construction Technology, Dept. Ceo-technical Engineering)
Kwon O-Ii (Korea Institute of Construction Technology, Dept. Ceo-technical Engineering)
Publication Information
The Journal of Engineering Geology / v.15, no.3, 2005 , pp. 325-335 More about this Journal
Abstract
Deterioration depths of rock slope due to freezing-thawing were calculated using the 1-D heat conductivity equation. The temperature distribution analysis was carried out using temperature distribution data for last two years of the five major cities such as Seoul, Daejeon, Pohang, Gwangju and Cangneung. The analysis was performed based on three different types of rocks, sandstone, granite and gneiss. This study has found that the deterioration depths tend to be greater with the increase of the thermal conductivity coefficient in Seoul, Daejeon and Pohang where showing relatively greater temperature deviations. Regarding the influence of rock types, deterioration depths turned out to be greater in Gwangju and Gangneung where show relatively smaller temperature deviations among the five cities, assuming these cities are on the granite with thermal conductivity of $55,200\;cal/m\timesday\times^{\circ}C$. In contrast, for the other rock types, cities of relatively geater temperature deviations show deeper deterioration depth than the others. Deterioration depths of rock slope in Korea due to freezing-thawing fumed out to be around 8.4 m to 10.7 m.
Keywords
Fleeting-thawing; Rock slope; Heat conductivity equation; Deterioration depth;
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