Upper-Bound Limit Analysis of the Multi-Layer Slope Stability and Failure Mode Based on Generalized Horizontal Slice Method
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Springer Science and Business Media LLC
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https://link.springer.com/content/pdf/10.1007/s12583-022-1626-0.pdf
Reference53 articles.
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4. Chen, C. S., Xia, Y. Y., Bowa, V. M., 2017. Slope Stability Analysis by Polar Slice Method in Rotational Failure Mechanism. Computers and Geotechnics, 81: 188–194. https://doi.org/10.1016/j.compgeo.2016.08.016
5. Chen, G. H., Zou, J. F., Pan, Q. J., et al., 2020. Earthquake-Induced Slope Displacements in Heterogeneous Soils with Tensile Strength Cut-off. Computers and Geotechnics, 124: 103637. https://doi.org/10.1016/j.compgeo.2020.103637
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