Stability Analysis of Multistage Loess Slope Under Earthquake Action Based on the Pseudo-Static Method

Sensitivity Analysis of Factors Affecting Stability of Cut and Fill Multistage Slope Based on Improved Grey Incidence Model

(2020) Shuai-hua Ye et al.   Soil Mechanics and Foundation Engineering

Framework to assess the pseudo-static approach for the seismic stability of clayey slopes

(2018) Mourad Karray et al.   CANADIAN GEOTECHNICAL JOURNAL

Improved radial movement optimization to determine the critical failure surface for slope stability analysis

(2018) Liangxing Jin et al.   Environmental Earth Sciences

Improvement of pseudo-static method for slope stability analysis

(2014) Chang-wei Yang et al.   Journal of Mountain Science

Quasi-statischer Ansatz der seismischen Anregung von Böschungen mit nicht-linearer Wellenausbreitung

(2013) Theodoros Triantafyllidis et al.   Bautechnik

Progressive modelling of the gravity-induced landslide using the local dynamic strength reduction method

(2013) Guo-qing Chen et al.   Journal of Mountain Science

Localized damage caused by topographic amplification during the 2010 M 7.0 Haiti earthquake

(2010) Susan E. Hough et al.   Nature Geoscience