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New failure mechanism for evaluating seismic and static undrained

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PDF) New failure mechanism for evaluating ultimate inclined load

Influence of Both Soil Properties and Geometric Parameters on

Denoting convention for double-sided FM (a) and one-sided FM (b).

Behavior of the SI index relative to the orbits of the journal and ring

3D Stability and Failure Mechanism of Undrained Clay Slopes

PDF) New failure mechanism for evaluating seismic and static

Articles in 2023 Scientific Reports

Variation of standard deviation of the ultimate bearing capacity vs.

New failure mechanism for evaluating seismic and static undrained

3D Stability and Failure Mechanism of Undrained Clay Slopes