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

Table 1

Physical properties of soil samples.

Properties	Specific gravity	Maximum dry density (g/cm^3)	Optimum water content (%)	Liquid limit (%)	Plastic limit (%)	Plasticity index (%)
Value	2.65	1.86	11.4	33.3	24.0	9.3