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Analysis of Rainfall-Induced Landslide on Unsaturated Soil Slopes
This paper investigates rainfall-induced landslides on partially saturated soil slopes using the 2011 Umyeonsan landslides at the center of Seoul, Korea. An integrated analysis of rainfall-induced landslide was carried out through laboratory tests, field tests, and numerical analysis. The results of comprehensive investigations in the Umyeonsan region demonstrate that landslide activity is closely related primarily to rainfall and soil properties and slope geometry, and vegetation. Numericaldoi:10.3390/su9071280 fatcat:ltdffwyiczfqfbo5dyveivetai