Abstract
References
2.Baum, R.L., Savage, W.Z., and Godt, J.W. (2008), “TRIGRS-A fortran program for transient rainfall infiltration and grid-based regional slope-stability analysis, version 2.0”, U.S. Geological Survey, Open-File Report 2008-1159. 3.Beven, K.J. and Kirkby, M.J. (1979), “A physically based, variable contributing area model of basin hydrology”, Hydrological Sciences, Vol.24, pp.43-69. 4.Beven, K.J., Lamb, R., Quinn, P., Romanowicz, R., and Freer, J. (1995), “TOPMODEL, Chapter 18 in Computer Models of Watershed Hydrology”, Edited by V. P. Singh, Water Resources Publications, Highlands Ranch, Colorado, pp.627-668. 5.Borga, M., Fontana, G.D., and Cazorzi, F. (2002), “Analysis of topographic and climatic control on rainfall-triggered shallow land-sliding using a quasi-dynamic wetness index”, Journal of Hydrology, Vol.268, pp.56-71. 6.Fredlund, D.G., Morgenstern, N.R., and Widger, A. (1978), “Shear strength of unsaturated soils”, Journal of Canadian Geotech, Vol.15, pp.313-321. 7.Goldschmidt (1960), “Hydrometeorological methods of quantitative estimation of annual underground water replenishment”, Internat. Assoc. of Sci. Hydrology, No.52, pp.272-278. 8.Green, W.H. and Ampt, G.A. (1911), “Studies on soil physics I-the flow of air and water through soils”, Journal of Agriculture Science, Vol.4, No.1, pp.1-24. 9.Hammond, C., D. Miller, H.S., and Swetik, P. (1992), “Level I Stability Analysis (LISA) Documentation for Version 2.0”, USDA Forest Service Intermountain Research Station, General Technical Report INT-285. 10.Iverson, R.M. (2000), “Landslide triggering by rain infiltration”, Water Resources Research, Vol.36, No.7, pp.1897-1910. 11.Jenson, S.K. and Dominque, J.O. (1988), “Exacting topographic structure from digital elevation data for geographic information system analysis”, Photogrammetric Engineering and Remote Sensing, Vol.54, No.11, pp.1593-1600. 12.Jeong, S.S., Kim, J.H., and Lee, K.H. (2008), “Effect of clay content on well-graded sands due to infiltration”, Engineering Geology, Vol.102, pp.74-81. 13.Jeong, S.S., Kim, J.H., and Park, S.W. (2004), “Influence of rainfall- induced wetting on unsaturated weathered slopes”, Journal of the KGS, Vol.20, No.7, pp.159-169. 14.Jeong, S.S., Choi, J.Y., and Lee, J.H. (2009), “Stability analysis of unsaturated weathered soil slopes consigering rainfall duration”, Journal of KSCE, Vol.29, No.1C, pp.1-9. 15.Kim, J.H., Jeong, S.S., Park, S.W., and Sharma, J. (2004), “Influence of rainfall-induced wetting on the stability of slopes in wethered soil”, Engineering Geology, Vol.75, pp.252-262. 16.Kim, J.H., Jeong, S.S., and Regueiro, R.A. (2012), “Instability of partially saturated soil slopes due to alteration of rainfall pattern”, Engineering Geology, Vol.147-148, pp.28-36. 17.Kim, J.H., Kim, Y.M., Lee, K.W., and Jeong, S.S. (2012), “A new prediction model (YS-Slope) for extreme rainfall-induced landslide hazard based on 3D spatial data”, KSCE Civil Expo special session, pp.9-16. 18.Kim, S.K. (1994), “Instability of Cut slopes due to rainfall”, KGS Geotechnical Conference, pp.25-47. 19.Mark, D. M. (1984), “Automated detection of drainage networks from digital elevation model”, Cartographica, Vol.21, No.2, pp.168-177. 20.Mein, R.G. and Larson, C.L. (1973), “Modeling infiltration during a steady rain”, Water Resources Research, Vol.9, No.2, pp.384-394. 21.Motgomery, D.R. and Dietrich, W.E. (1994), “A physically based model for the topographic control on shallow landsliding”, Water Resources Research, Vol.30, No.4, pp.1153-1171. 22.Pack, R.T., Tarboton, D.G., and Goodwin, C.N. (1998), “The SINMAP approach to terrain stability mapping”, proceedings, International Congress of the International Association of Engineering Geology and the Environment, 8th, Vancouver, Britich Columbia, Canada, pp.1157-1165. 23.Pradel, D. and Raad, G (1993), “Effect of permeability on surficial stability of homogeneous slopes”, Journal of Geotechnical Engineering, ASCE, Vol.119, No.2, pp.315-332. 24.Reddi, L.N. and Wu, T.H. (1991), “Probabilistic analysis of ground- water levels in hillside slopes”, Journal of Geotechnical Enginneering, ASCE, Vol.117, No.6, pp.872-890. 25.Sangrey, D.A., Harrop-Willimas, K.O., and Klaiber, J.A. (1984), “Predicting ground-water response to precipitation”, Journal of Geotechnical Enginneering, ASCE, Vol.110, No.7, pp.957-975. 26.Soller, D.R. et al. (1999), “Proposed guidelines for inclusion of digital map products in the National Geologic Map Database”, Digital Mapping Techniques ‘99-Workshop Proceedings, U.S. Geological Survey Open-File Report 99-386, pp.35-38. 27.Soller, D.R. and Berg, T.M. (2003), “The National Geologic Map Database Project: Overview and Progress”, Digital Mapping Tech-niques '03 - Workshop Proceedings, U.S. Geological Survey Open-File Report 03-471. 28.Tarboton, D.G. (1997), “A New Method for the determination of flow directions and upslope areas in grid digital elevation models”, Water Resources Research, Vol.33, No.2, pp.309-312.
Information
- Publisher :The Korean Geotechnical Society
- Publisher(Ko) :한국지반공학회
- Journal Title :Journal of the Korean Geotechnical Society
- Journal Title(Ko) :한국지반공학회 논문집
- Volume : 29
- No :7
- Pages :75-89
- Received Date : 2013-04-18
- Revised Date : 2013-06-05
- Accepted Date : 2013-07-22
- DOI :https://doi.org/10.7843/kgs.2013.29.7.75


Journal of the Korean Geotechnical Society







