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

Seismic bearing capacity of shallow strip foundations in the

Importance of Distribution Type on Bearing Capacity of an Embedded

Articles in 2023 Scientific Reports

Quadratic displacement element

Exemplary velocity hodographs for double-sided FM (a) and one-sided FM (b).

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

Fundamentals of pseudo-static analysis in PLAXIS - GeoStudio

Sustainability, Free Full-Text

Sustainability, Free Full-Text

Construction of the dissipation broken line.

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

3D Stability and Failure Mechanism of Undrained Clay Slopes

Seismic Bearing Capacity of Eccentrically and Obliquely Loaded

Denoting convention for double-sided FM (a) and one-sided FM (b).