Research Article
Temperature Field of Artificially Frozen Gravel Formation and Optimization of Freezing Pipe Layout Parameters under Seepage Flow
Table 1
Physical and thermal properties of gravel soils.
| Properties | Value | Unit |
| Dry density | 1.883 | g/cm3 | Porosity | 0.3 | − | Specific gravity | 2.69 | − | Permeability coefficient | 60 | m/d | Freezing temperature | -0.04 | °C | Thermal conductivity coefficient | 1.07 | J/(kg·°C) | Specific volume heat | 1.30 | m2/(s·°C) | Particles larger than 2 mm | 80 | % | Particles smaller than 0.075 mm | 0 | % |
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