Instability Analysis of a Low-Angle Low-Expansive Soil Slope under Seasonal Wet-Dry Cycles and River-Level Variations

<div>Plastic strain magnitudes at different times. (a) The first winter (FS = 1.38); (b) the first summer (FS = 1.04); (c) the third summer (FS = 0.80); (d) the sixth summer (FS = 0.70); (e) the ninth summer (FS = 0.65).</div>

Advances in Civil Engineering

fig11

Figure 11

Figure 11: Instability Analysis of a Low-Angle Low-Expansive Soil Slope under Seasonal Wet-Dry Cycles and River-Level Variations 