Articles | Volume 24, issue 12
https://doi.org/10.5194/nhess-24-4617-2024
https://doi.org/10.5194/nhess-24-4617-2024
Research article
 | 
17 Dec 2024
Research article |  | 17 Dec 2024

Limit analysis of earthquake-induced landslides considering two strength envelopes

Di Wu, Yuke Wang, and Xin Chen

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Short summary
This paper proposes a 3D limit analysis for seismic stability of soil slopes to address the influence of earthquakes on slope stabilities with nonlinear and linear criteria. Comparison results illustrate that the use of a linear envelope leads to the non-negligible overestimation of steep-slope stability, and this overestimation will be significant with increasing earthquakes. Earthquakes have a smaller influence on slope slip surfaces with a nonlinear envelope than those with a linear envelope.
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