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

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Failure mechanism M 2 for seismic bearing capacity analysis

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Failure geometry details for double-sided FM (a) and one-sided FM (b).

New failure mechanism for evaluating ultimate inclined load adjacent to slope

New failure mechanism for evaluating seismic and static undrained

Loadcap > Theoretical notes

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Exemplary velocity hodographs for double-sided FM (a) and one-sided FM (b).

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