2019
DOI: 10.1007/s12205-019-0963-8
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Seismic Slope Stability Evaluation Considering Rock Mass Disturbance Varying in the Slope

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Cited by 12 publications
(9 citation statements)
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“…However, to extend the predicted regression equation to additional conditions, the results of other strength parameters and geometric parameters need to be further tested to assess their validity, especially when used the HB failure criterion. Notably, since the FELA results are closer to the real solution than the LEM results, the calculated critical accelerations adopt the results from the FELA simulation (Li et al, 2009;Sloan 2013;Li et al, 2019) as the Y-axis in Figure 7 and Figure 8. This shows that the regression equations from the LEM and FELA are in good agreement under different strength parameters.…”
Section: Comparison Of the Lem And Fela Resultsmentioning
confidence: 99%
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“…However, to extend the predicted regression equation to additional conditions, the results of other strength parameters and geometric parameters need to be further tested to assess their validity, especially when used the HB failure criterion. Notably, since the FELA results are closer to the real solution than the LEM results, the calculated critical accelerations adopt the results from the FELA simulation (Li et al, 2009;Sloan 2013;Li et al, 2019) as the Y-axis in Figure 7 and Figure 8. This shows that the regression equations from the LEM and FELA are in good agreement under different strength parameters.…”
Section: Comparison Of the Lem And Fela Resultsmentioning
confidence: 99%
“…However, the difference of the σ ci /γHF between FELA and the LEM tends to be substantial when β ≥ 75 ° (Li et al, 2019). Therefore, according to the research of Li et al (2009Li et al ( , 2019, we revised the model from Saade et al (2016). Our model improves the limitations of previous mechanical models for regional seismic landslide hazard assessments.…”
Section: Examplesmentioning
confidence: 98%
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