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

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

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Determination of the factor of safety against the stability number for

Bahram Nourani - Scientific Researcher - University of Tabriz

Variations of factor of safety with kh for β = 20°, c/γH = 0.05

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A statistical damage-based shear constitutive model for soils and its application to slope stability analysis

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

PDF) Book Chapter: Determining the Analysis of the Stability of Embankments against Sliding and Prediction of Sliding and Critical Factor of Safety

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

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