본문 바로가기
KERD
논문KCI 등재

Steep Slope Stability Assessment Based on Hydrological Characteristics

2

조회

0

다운로드

0

인용

0

참고문헌

키워드

초록

Each year, steep slope failures occur frequently because inopportune combinations of intensity and duration of rainfall trigger instability of the slopes. An Examination of effects of these two important rainfall factors on steep slope failure is a priority to prevent severe damage of properties and loss of lives resulting from slope failures. Slope failures are often triggered by a wetting band deepening caused by a decrease in matric suction due to water infiltration from the slope surfaces. The existing slope failure warning system in Korea does not reflect mechanical or hydraulic characteristics of unsaturated soils. In this study, geotechnical properties of unsaturated weathered soil, including permeability, soil-water characteristics curve, and shear strength, were examined by a series of experiments to evaluate slope stability. A procedure of steep slope failure risk evaluation is developed to reflect rainfall intensity, rainfall duration, and the mechanical and hydraulic properties of unsaturated soils.

Abstract

Each year, steep slope failures occur frequently because inopportune combinations of intensity and duration of rainfall trigger instability of the slopes. An Examination of effects of these two important rainfall factors on steep slope failure is a priority to prevent severe damage of properties and loss of lives resulting from slope failures. Slope failures are often triggered by a wetting band deepening caused by a decrease in matric suction due to water infiltration from the slope surfaces. The existing slope failure warning system in Korea does not reflect mechanical or hydraulic characteristics of unsaturated soils. In this study, geotechnical properties of unsaturated weathered soil, including permeability, soil-water characteristics curve, and shear strength, were examined by a series of experiments to evaluate slope stability. A procedure of steep slope failure risk evaluation is developed to reflect rainfall intensity, rainfall duration, and the mechanical and hydraulic properties of unsaturated soils.

참고문헌 (16)

  1. American Society of Civil Engineers, "Hydrology Handbook. Second Edition, ASCE Manual and Reports on Engineering Practice" (1996)
  2. "ASTM Standard D2487, Standard Practice for Classification of Soils for Engineering Purposes (Unified Classification System); ASTM International: West Conshohocken, PA, DOI: 10.1520", D0698-12, www.astm.org, 2012
  3. Collins B.D., "Stability Analyses of Rainfall Induced Landslides", Journal of Geotechnical and Geoenvironmental Engineering, 130(4), pp.362~372 (2004)
  4. Fredlund D.G., "Equation for the Soil-Water Characteristic Curve", Canadian Geotechnical Journal, 31, pp.521~532
  5. Iverson R.M., "Landslide Triggering by Rain Infiltration", Water Resource Research, 36, pp.1897~1910 (2000)
  6. Kim Y. K., "Permeability of Unsaturated Weathered Soils by Analysing Triaxial Permeability Test Results", 석사, pp.2003
  7. Lee M. L., "A Simple Model for Preliminary Evaluation of Rainfall-Induced Slope Instability", Engineering Geology, 108(3), pp.272~285 (2009)
  8. Li A. G., "Comparison of Field and Laboratory Soil-Water Characteristic Curves", Journal of Geotechnical and Geoenvironmental Engineering, 131(9), pp.1176~1180 (2005)
  9. Lu N., "Suction Stress Characteristic Curve for Unsaturated Soil", Journal of Geotechnical and Geoenvironmental Engineering, 132(2), pp.131~142 (2006)
  10. Mein R.G., "Modeling Infiltration During a Steady Rain", Water Resources Research, 9(2), pp.384~394 (1973)
  11. Developments of the GIS Based Steep Slope Collapse Determination System (II), "NDMI", The National Disaster Management Institute, ~ (2012)
  12. The National Disaster Management System. Nation-wide Disaster Information Compilation and Database System Operated by the National Emergency Management Agency (in Korean), "NDMS", ~ (2012)
  13. Padilla J.M., "A New Soil-water Characteristic curve device", Proceedings of the Advanced Experimental Unsaturated Soil Mechanics - An International Syposium, EXPERUS 2005 (2005), Taylor & Francis Group
  14. Rahardjo H., "Shear-Strength Characteristics of a Residual Soil", Canadian Geotechnical Journal, 32(1), pp.160~177 (1995)
  15. 신호성, "Development of Rainfall Hazard Envelope for Unsaturated Infinite Slope", KSCE Journal of Civil Engineering, 17(2), pp.351~356 (2013), 대한토목학회[DOI]
  16. van Genuchten, M., "A Closed-Form Equation of Predicting the Hydraulic Conductivity of Unsaturated Soils", Soil Science Society American Journal, 44, pp.892~898 (1980)

관련 논문AI추천

이 간행물의 다른 논문 (13건)