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2022 Vol.38, Issue 7 Preview Page
31 July 2022. pp. 39-47
Abstract
References
1
Kim, J.H., Lim, J.S., and Park, S.W. (2014), "Coupled Finite Element Analysis of Partially Saturated Soil Slope Stability", Journal of the Korean Geotechnical Society, Vol.30, No.4, pp.35-45. 10.7843/kgs.2014.30.4.35
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Kim, Y.S., Kim, J.H., Lee, J.K., and Kim, S.S. (2013), "A Study on Soil Slope Stability Design Considering Seepage Analysis", Journal of the Korean Geotechnical Society, Vol.29, No.1, pp.135-147. 10.7843/kgs.2013.29.1.135
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Kim, T.W., Choi, Y.W., and Kim, J.H. (2021), "Analysis of Rainfall Seepage and Slope Stability by Mountain Slope Logging", Korean Geotechnical Society Spring National Conference, March 18~19, Seoul, pp.93-94.
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KMA Weather Data Service, Korea Meteorological Administration, https://data.kma.go.kr
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Ministry of Public Safety and Security (MPSS) (2012), "Development of precision Hazard Risk Assessment Methods and Hazard Maps for Landslides and Debris Flows Due to Heavy Rainstorms", Natural disaster reduction, Technology development project group report (MPSS-nature-2012-58).
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National Territory information Map, numerical map, http://map.ngii.go.kr/mn/mainPage.do
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QGIS (2020), QGIS 3.16.3 'Hannover', https://qgis.org/ko/site/forusers/download.htmltqgis.org
Information
  • Publisher :The Korean Geotechnical Society
  • Publisher(Ko) :한국지반공학회
  • Journal Title :Journal of the Korean Geotechnical Society
  • Journal Title(Ko) :한국지반공학회 논문집
  • Volume : 38
  • No :7
  • Pages :39-47
  • Received Date : 2022-04-26
  • Revised Date : 2022-05-27
  • Accepted Date : 2022-05-30