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

Three-Dimensional Seismic Bearing Capacity Assessment of

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

New failure mechanism for evaluating seismic and static undrained

New failure mechanism for evaluating seismic and static undrained

Loadcap > Theoretical notes

3D Stability and Failure Mechanism of Undrained Clay Slopes

PDF) New Method to Evaluate the Seismic Ultimate Bearing Capacity

Research articles Scientific Reports

The proposed failure mechanism undern the seismic condition: (a)

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Note on water-related pressure