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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Cited articles

Anyaegbunam, A.: Nonlinear power-type failure laws for geomaterials: Synthesis from triaxial data, properties, and applications, Int. J. Geomech., 15, 04014036, https://doi.org/10.1061/(ASCE)GM.1943-5622.0000348, 2015. 
Baker, R.: Nonlinear Mohr envelopes based on triaxial data, J. Geotech. Geoenviron., 130, 498–506, https://doi.org/10.1061/(ASCE)1090-0241(2004)130:5(498), 2004a. 
Baker, R.: Stability charts for zero tensile strength Hoek-Brown materials-The variational solution and its engineering implications, Soils Found., 44, 125–132, https://doi.org/10.1061/(ASCE)1090-0241(2004)130:5(498), 2004b. 
Bishop, A. W., Webb, D. L., and Lewin, P. I.: Undisturbed samples of London clay from the Ashford common shaft: strength–effective stress relationships, Geotechnique, 15, 1–31, https://doi.org/10.1680/geot.1965.15.1.1, 1965. 
Charles, J. A. and Soares, M.: The stability of slopes in soils with nonlinear failure envelopes, Can. Geotech. J., 21, 397–406, https://doi.org/10.1139/t84-044, 1984. 
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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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