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

Seismic Bearing Capacity of Eccentrically and Obliquely Loaded

Hongwei FANG, Jilin Jianzhu University

Seismic bearing capacity of shallow strip foundations in the

Latest Developments in Geotechnical Earthquake Engineering and

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

3D Stability and Failure Mechanism of Undrained Clay Slopes

Fundamentals of pseudo-static analysis in PLAXIS - GeoStudio

Research articles Scientific Reports

Scheme of the Cauchy problem.

3D Stability and Failure Mechanism of Undrained Clay Slopes

Seismic bearing capacity of shallow strip foundations in the

3D Effects in Slope Stability Analyses

Undrained Analysis