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

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3D Effects in Slope Stability Analyses

3D Stability and Failure Mechanism of Undrained Clay Slopes

DeepFND - Foundation Piles Design

Research articles Scientific Reports

Comparison of N c values from upper-bound solution and finite-element

Buildings, Free Full-Text

SciELO - Brasil - The cavity's effect on the bearing capacity of a

Hongwei FANG, Jilin Jianzhu University

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

New failure mechanism for evaluating ultimate inclined load adjacent to slope

New failure mechanism for evaluating ultimate inclined load

Articles in 2023 Scientific Reports