Research Article
Utilization of Waste Clay from Boron Production in Bituminous Geosynthetic Barrier (GBR-B) Production as Landfill Liner
Table 1
Geotechnical properties of CW.
| Water content, % | Specific weight, g/cm3 | Liquid limit, % | Plastic limit, % | Plasticity index, % | Optimum water content, % | Unconfined compressive strength, kg/cm2 | Hydraulic conductivity, m/s | Swelling potential, % |
| 39.2 | 2.77 | 58 | 30 | 28 | 33 | 2.16 | 3.5 Ć 10ā11 | 10.4 |
|
|