Probabilistic slope stability analysis using RFEM with non-stationary random fields

Title: Probabilistic slope stability analysis using RFEM with non-stationary random fields
Creator: Griffiths, D. V.; Huang, J; Fenton, G. A.
Relation: Geotechnical Safety and Risk V. Geotechnical Safety and Risk V (Rotterdam, Netherlands 13-16 October, 2015) p. 704-709
Publisher Link: http://dx.doi.org/10.3233/978-1-61499-580-7-704
Publisher: IOS Press
Resource Type: conference paper
Date: 2015
Description: Using recently obtained deterministic results as a benchmark, probabilistic slope stability analyses have been performed on an undrained slope using the random finite element method (RFEM). Non-stationary random fields have been generated with linearly increasing mean undrained strength and a constant coefficient of variation. The influence of input spatial correlation and variance on the probability of slope failure in a test example is reported, and particular attention is drawn to the solutions corresponding to extreme values of the spatial correlation length.
Subject: slope stability; finite elements; RFEM; random fields
Identifier: http://hdl.handle.net/1959.13/1315151
Identifier: uon:22902
Identifier: ISBN:9781614995791
Language: eng
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