Trivariate analysis of soil ranking-correlated characteristics and its application to probabilistic stability assessments in geotechnical engineering problems
By Xingzheng Wu. 2013
105 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Safety, Risk, Reliability and Quality
View Paper: https://www.semanticscholar.org/paper/32970a847da4d4df50e6a9d0631fcbddaadc4a71
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In Civil and Structural Engineering
In Safety, Risk, Reliability and Quality
Citations in the corpus
- Influence of cross correlation between soil parameters on probability of failure of simple cohesive and c-ϕ slopes (2016, background): “7 (Sivakumar Babu and Srivastava 2007; Wu 2013).”
- Influence of rock property correlation on reliability analysis of rock slope stability: From property characterization to reliability analysis (2017, background): “During reliability analysis of rock slopes, c and f are often treated as random variables, and it has been widely reported that there is site-specific correlation between c and f (e.g., Fenton and Griffiths, 2003; Wu, 2013; Wang and Akeju, 2016).”