Slope Stability Characteristic of Unsaturated Weathered Granite Soil in Korea considering Antecedent Rainfall
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[1] David G. Toll,et al. The effect of antecedent rainfall on slope stability , 2001 .
[2] T. T. Lee,et al. Response of a residual soil slope to rainfall , 2005 .
[3] H. Saito,et al. Relationship between the initiation of a shallow landslide and rainfall intensity—duration thresholds in Japan , 2010 .
[4] W. R. Gardner. SOME STEADY‐STATE SOLUTIONS OF THE UNSATURATED MOISTURE FLOW EQUATION WITH APPLICATION TO EVAPORATION FROM A WATER TABLE , 1958 .
[5] Harianto Rahardjo,et al. Factors Controlling Instability of Homogeneous Soil Slopes under Rainfall , 2007 .
[6] R. Dahal,et al. Representative Rainfall thresholds for landslides in the Nepal Himalaya , 2008 .
[7] Van Genuchten,et al. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils , 1980 .
[8] Harianto Rahardjo,et al. Effect of hydraulic properties of soil on rainfall-induced slope failure , 2010 .
[9] Sang-Seom Jeong,et al. Influence of rainfall-induced wetting on the stability of slopes in weathered soils , 2004 .