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

Seismic bearing capacity of shallow foundations subjected to

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

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

Probabilistic Assessment on 3D Stability and Failure Mechanism of

Research articles Scientific Reports

Three-Dimensional Seismic Bearing Capacity Assessment of

Three-Dimensional Seismic Bearing Capacity Assessment of

New failure mechanism for evaluating ultimate inclined load

Slope Stability

Some assumptions for the slip surface of 3D soil slopes: (a) spherical

Techniques + Technology – Landslide Mitigation

R&FPD: Lesson 17 Failure and Damages I

Slip surfaces and the inferred basal slip surface in the head

Determining the Critical Slip Surface of Three-Dimensional Soil