Bearing Capacity of Spatially Random Cohesive Soil Using Numerical Limit Analyses
By K. Kasama, Andrew J. Whittle. 2011
85 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Safety, Risk, Reliability and Quality
View Paper: https://www.semanticscholar.org/paper/919c004866fa3e8b79c1d3ecab7bef350aac3809
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In Civil and Structural Engineering
In Safety, Risk, Reliability and Quality
Citations in the corpus
- Effect of spatial variability on the slope stability using Random Field Numerical Limit Analyses (2016, methodology): “Values ofGi are obtained using a Cholesky Decomposition technique (Matthies et al. 1997; Baecher and Christian 2003; Kasama, Zen, and Whittle 2006; Kasama and Whittle 2011) using an isotropic Markov function which assumes that the correlation decreases exponentially with distance between two points…”