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

PDF) 2D Numerical Analysis of Shallow Foundation Rested Near Slope

Slope Stability

Yixiang Xu — University of Nottingham Ningbo China

The discontinuity between two 6-noded elements and optimization variables

Full article: Bearing capacity and failure mechanism of shallow

Research articles Scientific Reports

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

New failure mechanism for evaluating seismic and static undrained