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

New failure mechanism for evaluating seismic and static undrained

New failure mechanism for evaluating ultimate inclined load

Seismic bearing capacity of shallow strip foundations in the

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New failure mechanism for evaluating ultimate inclined load adjacent to slope

Fundamentals of pseudo-static analysis in PLAXIS - GeoStudio

The proposed method: (a) failure mechanism; (b) calculation flow chart.

Research articles Scientific Reports

Failure modes: (a) and (b) bearing capacity failure and (c) overall

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PDF) New failure mechanism for evaluating seismic and static

Seismic bearing capacity of shallow strip foundations in the