Articles | Volume 15, issue 8
https://doi.org/10.5194/nhess-15-1835-2015
https://doi.org/10.5194/nhess-15-1835-2015
Research article
 | 
18 Aug 2015
Research article |  | 18 Aug 2015

A method for predicting the factor of safety of an infinite slope based on the depth ratio of the wetting front induced by rainfall infiltration

B.-G. Chae, J.-H. Lee, H.-J. Park, and J. Choi

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Cited articles

Aleotti, P.: A warning system for rainfall-induced shallow failures, Eng. Geol., 73, 247–268, 2004.
Beven, K. J. and Kirkby, M. J.: A physically-based, variable contributing area model of basin hydrology, Hydrol. Sci. Bull., 24, 43–69, 1979.
Borga, M., Dalla Fontana, G., Gregoretti, C., and Marchi, L.: Assessment of shallow landsliding by using a physically based model of hillslope stability, Hydrol. Process., 16, 2833–2851, 2002.
Cannon, S. H. and Ellen, S. D.: Rainfall conditions for abundant debris avalanches, San Francisco Bay region, California, Calif. Geol., 38, 267–272, 1985.
Cepeda, J., Chavez, J. A., and Martinez, C. C.: Procedure for the selection of runout model parameters from landslide back analyses: application to the Metropolitan area of San Salvador, El Salvador, Landslides, 7, 105–116, 2010.
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Short summary
This study presents a modified equation of infinite slope stability analysis based on the concept of the saturation depth ratio associated with the rainfall. A rainfall infiltration test was performed using an unsaturated soil column to understand the effect of the saturation depth ratio. The proposed model was applied to assess its feasibility and to develop a regional landslide susceptibility map using a GIS. The approach in this study showed better performance than the steady-state approach.
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