Thermal and thermo-mechanical properties
| Material | γs: kN/m3 | αs: m/(mK) | αf: m/(mK) | Kf: GPa | ρCp: kJ/(m3K) | λ: kW/(mK) |
|---|---|---|---|---|---|---|
| Concrete | 24·0 | 8·5 × 10−6 | — | — | 1920 | 2·33 × 10−3 |
| Made Ground | 18·0 | 1·7 × 10−5 | — | — | 1900 | 1·40 × 10−3 |
| Terrace Gravel | 20·0 | 1·7 × 10−5 | — | — | 1900 | 1·40 × 10−3 |
| London Clay | 20·0 | 1·7 × 10−5 | 6·9 × 10−5 | 2·2 | 1820 | 1·79 × 10−3 |
| Lambeth Group Clay | 20·0 | 1·7 × 10−5 | 6·9 × 10−5 | 2·2 | 1760 | 2·20 × 10−3 |
| Lambeth Group Sand | 20·0 | 1·7 × 10−5 | — | — | 1760 | 2·20 × 10−3 |
| Thanet Sand | 20·0 | 1·7 × 10−5 | — | — | 1760 | 2·40 × 10−3 |
| Material | ||||||
|---|---|---|---|---|---|---|
| Concrete | 24·0 | 8·5 × 10−6 | — | — | 1920 | 2·33 × 10−3 |
| Made Ground | 18·0 | 1·7 × 10−5 | — | — | 1900 | 1·40 × 10−3 |
| Terrace Gravel | 20·0 | 1·7 × 10−5 | — | — | 1900 | 1·40 × 10−3 |
| London Clay | 20·0 | 1·7 × 10−5 | 6·9 × 10−5 | 2·2 | 1820 | 1·79 × 10−3 |
| Lambeth Group Clay | 20·0 | 1·7 × 10−5 | 6·9 × 10−5 | 2·2 | 1760 | 2·20 × 10−3 |
| Lambeth Group Sand | 20·0 | 1·7 × 10−5 | — | — | 1760 | 2·20 × 10−3 |
| Thanet Sand | 20·0 | 1·7 × 10−5 | — | — | 1760 | 2·40 × 10−3 |
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