Advances in Civil Engineering / 2020 / Article / Fig 11

Research Article

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

Figure 11

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).
(a)
(b)
(c)
(d)
(e)

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