New failure mechanism for evaluating seismic and static undrained

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Chapter 8 - Slopes and Embankments

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Variation of standard deviation of the ultimate bearing capacity vs.

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3D Stability and Failure Mechanism of Undrained Clay Slopes

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Slope Stability Evaluation for the New Railway Embankment using Stochastic & Finite Element Method

3D Stability and Failure Mechanism of Undrained Clay Slopes

New failure mechanism for evaluating ultimate inclined load

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