Print Email Facebook Twitter Probabilistic Slope Stability Analyses Using Limit Equilibrium and Finite Element Methods Part of: Geotechnical Safety and Risk V· list the conference papers Title Probabilistic Slope Stability Analyses Using Limit Equilibrium and Finite Element Methods Author Akbas, B. Huvaj, N. Date 2015-10-14 Abstract This paper compares the results of different probabilistic approaches and emphasizes the necessity of probabilistic analyses in slope stability studies. To do that, Limit Equilibrium Method (LEM) and Finite Element Method (FEM) are utilized and their outputs are compared in terms of probability of failure (PF), reliability index (RI), factor of safety (FS) and the failure surface. Lastly, concept of Random Finite Element Method (RFEM) is studied and effects of spatial correlation distance are investigated Subject landslidedeterministicprobabilisticfailure surfacelimit equilibrium methodfinite element method To reference this document use: http://resolver.tudelft.nl/uuid:2ae20baf-9e5a-456e-adc8-76b14d9ab3a4 DOI https://doi.org/10.3233/978-1-61499-580-7-716 Part of collection Conference proceedings Document type conference paper Rights (c) 2015 The Authors and IOS Press, Creative Commons CC-BY Files FILE STAL9781614995807-0716 577.48 KB Close viewer /islandora/object/uuid:2ae20baf-9e5a-456e-adc8-76b14d9ab3a4/datastream/OBJ/view