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      강우시 국내 불포화 풍화토 사면에서의 습윤영향 분석 = Influence of Rainfall-induced Wetting on Unsaturated Weathered Slopes

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      https://www.riss.kr/link?id=A104662021

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      다국어 초록 (Multilingual Abstract)

      Surface failures of slopes in weathered soil are caused by infiltration due to prolonged rainfall. These failures are mainly triggered by the deepening of the wetting band accompanied by a decrease in suction induced by the infiltrating water. This paper reports trends of rainfall-induced wetting band depth in two types of weathered soils that are commonly found in Korea. Both theoretical and numerical analyses are presented based on the soil-water characteristic curve (SWCC) obtained using filter paper as well as tensiometer tests. It is found that the magnitude of wetting front suction plays a key role in the stability of slopes in weathered soils. Theoretical analysis based on modified Green and Ampt model tends to underestimate the wetting band depth for typical Korean weathered soils. It was also deduced that for Korean weathered soils, the factor of safety drops rapidly once the wetting band depth of 1.2 m is reached.
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      Surface failures of slopes in weathered soil are caused by infiltration due to prolonged rainfall. These failures are mainly triggered by the deepening of the wetting band accompanied by a decrease in suction induced by the infiltrating water. This pa...

      Surface failures of slopes in weathered soil are caused by infiltration due to prolonged rainfall. These failures are mainly triggered by the deepening of the wetting band accompanied by a decrease in suction induced by the infiltrating water. This paper reports trends of rainfall-induced wetting band depth in two types of weathered soils that are commonly found in Korea. Both theoretical and numerical analyses are presented based on the soil-water characteristic curve (SWCC) obtained using filter paper as well as tensiometer tests. It is found that the magnitude of wetting front suction plays a key role in the stability of slopes in weathered soils. Theoretical analysis based on modified Green and Ampt model tends to underestimate the wetting band depth for typical Korean weathered soils. It was also deduced that for Korean weathered soils, the factor of safety drops rapidly once the wetting band depth of 1.2 m is reached.

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      참고문헌 (Reference)

      1 "“Water conduction from shallow water tables”" 12 (12): 383-426, 1939

      2 "“The effect of infiltration on the stability of the slopes of a dry ash dump”" 49 (49): 1-13, 1999

      3 "“Studies on soil physics. 1 The flow of air and water through soils”" 4 (4): 1-24, 1911

      4 "“Slope failures in Hong Kong”" 8 : 31-65, 1975

      5 "“Shear-strength characteristics of a residual soil”" 32 : 60-77, 1995

      6 "“Review of Soil-Water Characteristic Curve Equations”" 123 (123): 1106-1117, 1997

      7 "“Model for prediction of shear strength with respect to matric suction”" 33 : 379-392, 1996

      8 "“Hydrologic Modeling of Small Watersheds Infiltration. In C.T. Haan ed. American Society of Agricultural Engineers" mo (mo): 4-166, 1982

      9 "“Factors affecting the filter paper method for total and matric suction measurements”" 25 (25): 1-12, 2002

      10 "“Equations for the soil-water characteristic curve”" 31 : 521-532, 1994

      1 "“Water conduction from shallow water tables”" 12 (12): 383-426, 1939

      2 "“The effect of infiltration on the stability of the slopes of a dry ash dump”" 49 (49): 1-13, 1999

      3 "“Studies on soil physics. 1 The flow of air and water through soils”" 4 (4): 1-24, 1911

      4 "“Slope failures in Hong Kong”" 8 : 31-65, 1975

      5 "“Shear-strength characteristics of a residual soil”" 32 : 60-77, 1995

      6 "“Review of Soil-Water Characteristic Curve Equations”" 123 (123): 1106-1117, 1997

      7 "“Model for prediction of shear strength with respect to matric suction”" 33 : 379-392, 1996

      8 "“Hydrologic Modeling of Small Watersheds Infiltration. In C.T. Haan ed. American Society of Agricultural Engineers" mo (mo): 4-166, 1982

      9 "“Factors affecting the filter paper method for total and matric suction measurements”" 25 (25): 1-12, 2002

      10 "“Equations for the soil-water characteristic curve”" 31 : 521-532, 1994

      11 "“Effects of rain storms on slope stability”" 73-87, 1962

      12 "“Effect of Permeability on Surficial Stability of Homogeneous Slopes” Journal of Geotechnical Engineering" 119 (119): 315-332, 1993

      13 "“Agricultural Management Effects on Soil Water Processes American Society of Agricultural Engineers" 26 : 1747-1752, 1983

      14 "“A revision of the description and classification of weathered granite and its application to granites in Korea” J. of Engrg. Geol." 22 (22): 31-48, 1989

      15 "“A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage”" 22 (22): 1-28, 1998

      16 "“A closed-form equation for predicting the hydraulic conductivity of unsaturated soils”" 44 : 892-898, 1980

      17 "User's manual for SEEP/W and SLOPE/W: Version 4, Geo-Slope International Ltd" Geo-Slope International Ltd -4, 1998

      18 "Soil Mechanics for Unsaturated Soils" John Wiley and Sons. 1993

      19 "Report of the Stability Analysis of Natural Slope of Yongseong Industrial Complex in Yeocheon" Lucky-Development Company 1994

      20 "Handbook of hydrology. David R. Maidment" McGraw-Hill 532-551, 1993

      21 "Annual Book of ASTM Standards Measurement of Soil Potential (Suction) Using Filter Paper" 154-159, 2000

      22 "An Introduction to Geotechnical Engineering" Prentice-Hall Inc 1981

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2026 평가예정 재인증평가 신청대상 (재인증)
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      2013-01-01 평가 등재 1차 FAIL (등재유지) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2004-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2001-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1998-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.31 0.31 0.28
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.29 0.28 0.564 0.12
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