New failure mechanism for evaluating seismic and static undrained

New failure mechanism for evaluating seismic and static undrained

3D Stability and Failure Mechanism of Undrained Clay Slopes

Applied Sciences, Free Full-Text

Yixiang Xu — University of Nottingham Ningbo China

Buildings, Free Full-Text

Buildings, Free Full-Text

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

3D Stability and Failure Mechanism of Undrained Clay Slopes

Undrained Analysis

PDF) New failure mechanism for evaluating seismic and static undrained bearing capacity adjacent to slope

Seismically progressive motion mechanism of earth slopes considering shear band porewater pressure feedback under earthquake excitations - ScienceDirect