Three-dimensional, time-dependent modeling of rainfall-induced landslides over a digital landscape: a case study
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/article/10.1007/s10346-017-0931-7/fulltext.html
Reference61 articles.
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2. Alvioli M, Guzzetti F, Rossi M (2016) Scaling properties of rainfall-induced landslides predicted by a physically based model. Geomorphology 213:38–47. https://doi.org/10.1016/j.geomorph.2013.12.039
3. An H, Viet TT, Lee GH, Kim Y, Kim M, Noh S, Noh J (2016) Development of time-variant landslide-prediction software considering three-dimensional subsurface unsaturated flow. Environ Model Soft 85:172–183. https://doi.org/10.1016/j.envsoft.2016.08.009
4. Arellano D, Stark T (2000) Importance of three-dimensional slope stability analyses in practice. Paper presented at the Geo-Denver 2000. Denver. American Society of Civil Engineers, pp 19-33. doi: https://doi.org/10.1061/40512(289)2
5. Askarinejad A, Casini F, Bischof P, Beck A, Springman SM (2012) Rainfall induced instabilities: a field experiment on a silty sand slope in northern Switzerland. Italian Geotech J 46(3):50–71
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