Modeling rainfall-induced landslide using the concept of local factor of safety: Uncertainty propagation and sensitivity analysis

Author:

Abbasov RashadORCID,Fahs MarwanORCID,Younes AnisORCID,Nowamooz Hossein,Jørgen Måløy Knut,Toussaint Renaud

Funder

Centre National de la Recherche Scientifique

Norges Forskningsråd

Institute for Research on Poverty

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference72 articles.

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3. Ayaz M, Toussaint R, Schäfer G, Måløy KJ. Gravitational and Finite‐Size Effects On Pressure Saturation Curves During Drainage. Water Resour Res 2020;56. 10.1029/2019WR026279.

4. Estimating the timing and location of shallow rainfall-induced landslides using a model for transient, unsaturated infiltration;Baum;J Geophys Res,2010

5. The combined effect of buoyancy and excess pore pressure in facilitating soil liquefaction. poromechanics VI;Ben-Zeev,2017

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