IntroductionReliability Analysis of a Semi–Gravity Retaining Wall Using a SpreadsheetReliability-Based Design of an Anchored WallCorrelation Matrix Needs to be Positive DefiniteCoupling Response Surface Method with Constrained OptimisationSummary and ConclusionsNotationReferences 展开 ...
These include the variabilities of the loadings, geotechnical soil properties, and engineering and geometrical properties of the wall. A risk-based approach to serviceability performance failure is necessary to incorporate systematically the uncertainties associated with the various design parameters. This ...
By utilizing the suggested methods, it becomes convenient to generate fragility curves for water-retaining structures, taking into account the length and placement of the cutoff wall. These prepared fragility curves are valuable for risk assessment, design, and decision-making purposes, as they offer...