A non-parametric copula approach to dependence modelling of shear strength parameters and its implications for geotechnical reliability under incomplete probability information - Wang, Fan; Li, Heng (Computers and geotechnics, 2019)
Keywords: Basis functions; Bayesian analysis; Criteria; Dependence; Divergence; Entropy; Geotechnical engineering; Incomplete probability information; Mathematical models; Maximum entropy; Modelling; Non-parametric copula approach; Nonparametric statistics; Parameters; Principle of maximum entropy; Probability theory; Reliability; Reliability analysis; Shear strength; Shear strength parameters; Shear strength parameters; Non-parametric copula approach; Principle of maximum entropy; Reliability; Incomplete probability information