New failure mechanism for evaluating seismic and static undrained bearing capacity adjacent to 2D slope

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Probabilistic Slope Stability Evaluation

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Influence H/B on Nc with α = 30° and c/γB = 1: (a) H/B = 0.25; (b)

Comparison of the size of the failure mechanisms for OptumG2 software

3D Stability and Failure Mechanism of Undrained Clay Slopes

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Technical paper: Strength reduction technique with finite element

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