DOI QR코드

DOI QR Code

Estimation of Saturation Depth by Reflecting Water-redistribution Phenomena at a Natural Slope

수분 재분포를 고려한 강우 침투 시 자연 사면에서의 포화깊이 산정

  • 김웅구 (서울대학교 대학원) ;
  • 장병욱 (서울대학교 조경지역시스템공학부 지역시스템공학) ;
  • 차경섭 (서울대학교 대학원)
  • Published : 2006.01.01

Abstract

In Korea, most landslides occurred during the rainy season and had a shallow failure plane parallel to the slope. For these types of rainfall-induced failures, the most important factor triggering slope unstability is decrease in the matric suction of unsaturated soils with increasing saturation depth by rainfall infiltration. The saturation depth was readily estimated using modified Green-Ampt model proposed by Chu et al. (Chu Model) at present. But Chu Model involves some problems for application, because water-redistribution phenomena were not effected. So the modified Chu Model (MCGAM) which reflect water redistribution phono mens was developed. The results showed that the MCGAM had a better agreement with measured volumetric water contents than existing Chu Model.

Keywords

References

  1. Cho, S. E. & S. R. Lee, 2000, Surficial stability evaluation of homogeneous slopes considering rainfall characteristics, Jounal of Korean Geotechnical Society, 16(5): pp. 107-116
  2. Chu, S. T., 1978, Infiltration during an unsteady rain, Water Resource. Research, 14(3), pp. 461-466 https://doi.org/10.1029/WR014i003p00461
  3. Chu, X. & M. A. Marino, 2005, Determination of ponding condition and infiltration into layered soils under unsteady rainfall, Journal of Hydrology, pp. 1-13
  4. Fredlund, D. G. & H. Rahardio, 1995, Soil mechanics for unsaturated soils, John Wiley & Sons Inc.
  5. Green, W. H., & C. A. Ampt, 1911, Studies on soil physics, I. Flow of water and air through soils, Journal of Agricutural Science, 4, pp. 1-24 https://doi.org/10.1017/S0021859600001441
  6. Kim, K. H., 1993, A simulation model for estimating rainfall interception loss in a forest stand, Ph.D. thesis, Seoul National University. (in Korean)
  7. Morel-Seytoux, H. J., P. D. Meyer, M. Nachabe, J. Touma, M. T. van Genuchten & R. J. Lenhard, 1996, Parameter equivalence for Brooks-Corey and van Genuchten soil Characteristic: Preserving the effective capillary drive, Water Resource. Research, 32(5), pp. 1251-1258 https://doi.org/10.1029/96WR00069
  8. Ng, C. W. & Q. Shi, 1998, Numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage, Computer and Geotechnics, 22(1), pp. 1-28 https://doi.org/10.1016/S0266-352X(97)00036-0
  9. van Genuchten, M. Th., 1980, A closed-form equation of predicting the hydraulic conductivity of unsaturated soils, Soil Sci. Soc. Am. J., Vol. 44, pp, 892-898 https://doi.org/10.2136/sssaj1980.03615995004400050002x