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. 2025 May 17;15:17197. doi: 10.1038/s41598-025-01155-3

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