Stability Analysis of Soil Embankment Slope Reinforced with Polypropylene Fiber under Freeze-Thaw Cycles

<div>Horizontal displacement: (a) displacement calculation result; (b) cloud picture of displacement of ordinary soil under the action of 1 time F-T cycle at <i>F</i> = 2.0; (c) cloud picture of displacement of fiber-reinforced soil under the action of 1 time F-T cycle at <i>F</i> = 2.0.</div>

Advances in Materials Science and Engineering

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Figure 10

Figure 10: Stability Analysis of Soil Embankment Slope Reinforced with Polypropylene Fiber under Freeze-Thaw Cycles 