Static and Seismic Stability Charts for Three-Dimensional Cut Slopes and Natural Slopes under Short-Term Undrained Conditions

<div>Comparisons between analytical upper bound results obtained from this study and the numerical upper and lower bound solutions presented by Li et al. (2009, 2010) for (a) cut slopes and (b) natural slopes with <i>B</i>/<i>H</i> = 5.0.</div>

Advances in Civil Engineering

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Figure 6

Figure 6: Static and Seismic Stability Charts for Three-Dimensional Cut Slopes and Natural Slopes under Short-Term Undrained Conditions 