Simultaneous Determination of Critical Slip Surface and Reliability Index for Slopes
By J. Xue, K. Gavin. 2007
96 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Management, Monitoring, Policy and Law, Safety, Risk, Reliability and Quality
View Paper: https://www.semanticscholar.org/paper/a68b989d9dec6ed8ed398b6246e026381c3e918b
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In Civil and Structural Engineering
In Management, Monitoring, Policy and Law
In Safety, Risk, Reliability and Quality
Citations in the corpus
- Response surface methods for slope reliability analysis: Review and comparison (2016, methodology): “Many reliability methods have been proposed for slope reliability analysis in literature, such as the first-order second moment method (FOSM) (e.g., Christian et al., 1994; Hassan and Wolff, 1999; Duncan, 2000; Xue and Gavin, 2007; Suchomel and Mašin, 2010), first-order reliability method (FORM) (e.”
- Probabilistic slope stability analysis by risk aggregation (2014, background): “The pf is, therefore, frequently assessed only along one or a few pre-selected slip surfaces without proper consideration of the slip surface variation (e.g., Tang et al., 1976; Low et al., 1998; Hassan and Wolff, 1999; Malkawi et al., 2000; Bhattacharya et al., 2003; Low and Tang, 2007; Xue and Gav”