Table 5.
UCS and permeability changes in copper-contaminated dispersive soil at different temperatures.
| Temperature range (°C) | UCS (MPa) | Permeability coefficient (×10⁻⁸ m/s) | Behavioral changes |
|---|---|---|---|
| 25 °C to 100 °C | 0.75 | 0.039 | Initial increase in UCS due to Cu2⁺ presence and moisture loss |
| 100 °C to 300 °C | 1.83 | 0.074 | UCS increases due to removal of free water and copper oxide formation |
| 300 °C to 500 °C | 2.96 | 0.084 | Further UCS increase from dehydration, dehydroxylation, and consolidation |
| 500 °C to 700 °C | 3.56 | 1340 | Significant UCS increase due to clay mineral dehydroxylation and cement formation |
| 700 °C to 900 °C | 7.01 | 4120 | UCS decreases due to porous structure and glassy phase formation, but permeability rises significantly |