Non-Probabilistic Reliability Analysis of Slopes Based on a Multidimensional Parallelepiped Model

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A non-probabilistic reliability-based design optimization method for structures based on interval models

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An improved multidimensional parallelepiped non-probabilistic model for structural uncertainty analysis

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Interval arithmetic operations for uncertainty analysis with correlated interval variables

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The effect of soil type on matric suction and stability of unsaturated slope under uniform rainfall

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Probabilistic Assessment of Slope Stability That Considers the Spatial Variability of Soil Properties

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