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A non-parametric copula approach to dependence modelling of shear strength parameters and its implications for geotechnical reliability under incomplete probability information

Geotechnical EngineeringEarthquake EngineeringEngineeringSlope StabilityNon-parametric Copula ApproachIncomplete Probability InformationGeotechnical ProblemGeotechnical PropertyCivil EngineeringSoil-structure InteractionGeomechanicsShear Strength ParametersStructural ReliabilityStructural Engineering