Research Article
Analysis of the Stability of Reinforced Plastic Waste Treated Clay as Embankment Fill on Soft Soils
Table 1
The physical properties of plastic waste treated clay.
| | Properties | Plastic waste treated clay embankment fill | Unit |
| | Maximum dry density | 1.68 | (g/cm3) | | Optimum moisture content | 23.6 | (%) | | CBR value soaked | 6.3 | (%) | | Friction angle | 30 | (°) | | Cohesion | 45 | (kPa) |
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