Prediction of the sliding type and critical factor of safety in homogeneous finite slopes

Factor of safety against slope displacement from PLAXIS 2D for

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The failure mechanism proposed to determine the minimum safety

Stability Analysis of Tailings Dam Using Finite Element Approach and Conventional Limit Equilibrium Approach

Study on the influence of slope height and angle on the factor of

Frontiers Influence of the fracture on the seepage stability of

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Stability Analysis of Tailings Dam Using Finite Element Approach and Conventional Limit Equilibrium Approach