Research Article
Performance of Prestressed Anchor Cables Supporting Deep Foundation Pit of a Subway Station during Spring Thaw
| Serial number | Density /(kg/m3) | Poisson’s ratio | Elasticity modulus /MPa | Conductivity /[W/(m·K)] | Specific heat /[J/(kg·K)] | Permeability /(m/s) | Internal friction angle/° | Cohesion force/kPa |
| No. | 1 | 1850 | 0.30 | 10 | 1.61 | 1510 | 2.0E-6 | 24.1 | 39.94 | 2 | 1950 | 0.30 | 25.2 | 1.62 | 1520 | 3.6E-6 | 24.1 | 52.56 | 3 | 1980 | 0.29 | 27.2 | 1.44 | 1670 | 5.8E-6 | 27.8 | 54.89 | 4 | 2020 | 0.26 | 46.8 | 1.71 | 1440 | 4.6E-6 | 27.8 | 65.45 | 5 | 1970 | 0.25 | 40 | 1.55 | 1250 | 5.8E-5 | 29.5 | 52.87 | 6 | 2110 | 0.24 | 120 | 1.37 | 1060 | 3.5E-6 | 44.5 | 105.55 | 7 | 2130 | 0.21 | 160 | 1.42 | 1120 | 9.7E-6 | 54.8 | 243.32 | Underground diaphragm wall | 2500 | 0.2 | 31000 | 1.74 | 920 | — | — | — |
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