Research Article
Research on the Temperature Field and Frost Heaving Law of Massive Freezing Engineering in Coastal Strata
Table 5
Material thermal physical parameters.
| Material | Specific heat capacity C (kJ·kg−1·k−1) | Thermal conductivity K (w·m−1·k−1) | Enthalpy H (×106 J m−3) | −30∼−3°C | 0∼40°C | −30°C | 40°C | −30°C | −3°C | 0°C | 40°C |
| Miscellaneous fill | 1.30 | 1.50 | 1.40 | 1.10 | 0 | 63.8 | 187.8 | 269.6 | Silt | 1.70 | 1.90 | 1.49 | 1.31 | 0 | 71.6 | 415.0 | 504.7 | Clay | 1.48 | 1.68 | 1.67 | 1.44 | 0 | 72.7 | 294.0 | 386.1 | Silty soil | 1.54 | 1.76 | 1.82 | 1.23 | 0 | 67.2 | 389.8 | 473.6 | Muddy sand | 1.18 | 1.52 | 1.53 | 1.24 | 0 | 91.3 | 320.2 | 432.8 | Tunnel segment | 0.97 | 1.28 | — |
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