New failure mechanism for evaluating seismic and static undrained

3D Stability and Failure Mechanism of Undrained Clay Slopes

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

Failure mechanism, existing constitutive models and numerical modeling of landslides in sensitive clay: a review, Geoenvironmental Disasters

Drainage explains soil liquefaction beyond the earthquake near

Research articles Scientific Reports

Characteristics net for strip footing.

PDF) New failure mechanism for evaluating ultimate inclined load adjacent to slope

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

3D Stability and Failure Mechanism of Undrained Clay Slopes

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

The influence of kH on Nsc = Psu/c: (a) kH = 0.1; (b) kH = 0.35; (c)