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

A GIS framework for prediction of basin‐wide post‐failure geometry

Full article: Unified numerical study of shallow foundation on

Research articles Scientific Reports

3D Stability and Failure Mechanism of Undrained Clay Slopes Subjected to Seismic Load

Buildings, Free Full-Text

Research articles Scientific Reports

New failure mechanism for evaluating seismic and static undrained

Three-Dimensional Seismic Bearing Capacity Assessment of

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

Variation of standard deviation of the ultimate bearing capacity vs.

Seismic bearing capacity of shallow foundations subjected to

Probabilistic Assessment on 3D Stability and Failure Mechanism of