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

Figure 9

Plastic strain. P-0: plain soil of 0 F-T cycles; F-0: fiber soil of 0 F-T cycles; P-1: plain soil of 1 F-T cycle; F-1: fiber soil of 1 F-T cycle; P-3: plain soil of 3 F-T cycles; F-3: fiber soil of 3 F-T cycles; P-6: plain soil of 6 F-T cycles; F-6: fiber soil of 6 F-T cycles.