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

New failure mechanism for evaluating seismic and static undrained

Probabilistic Slope Stability Evaluation

Latest Developments in Geotechnical Earthquake Engineering and

Influence H/B on Nc with α = 30° and c/γB = 1: (a) H/B = 0.25; (b)

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

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

3D Stability and Failure Mechanism of Undrained Clay Slopes

Sustainability, Free Full-Text

Seismic bearing capacity of shallow strip foundations in the vicinity of slopes using the lower bound finite element method - ScienceDirect

3D Stability and Failure Mechanism of Undrained Clay Slopes

Some assumptions for the slip surface of 3D soil slopes: (a) spherical

GeoStudio Geotechnical Analysis on X: The Entry-Exit method is currently one of the more popular methods for defining slip surfaces in SLOPE/W. See this example for a full description of the Entry-Exit

Prediction of the sliding type and critical factor of safety in homogeneous finite slopes

STP6728F Anti-Slip Surface Stair Nosing Up Lighting

3D Seepage and Stability Analysis on Oroville Dam, Tallest Earthen Embankment Dam in United States: Finalist of Bentley's YII Geotechnical Engineering Awards