Research Article
Evaluation of Risk of Building Damage due to Deep Excavations via Numerical Modelling
Table 6
Evaluation of the risk of building damage.
| No. | P.K. | (m) | (m) | (m) | (m) | | (mm) | | (%) | Damage risk1 | | (mm) | | (%) | Damage risk2 | | (mm) | | (%) | Damage risk3 |
| 1 | 0 + 380 | 27.45 | 3.86 | 4.94 | 39.20 | 0.14 | 0.47 | 0.012 | 0.034 | 0 | 0.18 | 0.38 | 0.008 | 0.024 | 0 | 1.43 | −8.03 | −0.020 | 0.019 | 0 | 2 | 0 + 364 | 27.45 | 3.66 | 4.94 | 39.40 | 0.13 | 0.35 | 0.009 | 0.034 | 0 | 0.18 | 0.38 | 0.008 | 0.024 | 0 | 1.44 | −7.87 | −0.020 | 0.019 | 0 | 3 | 0 + 350 | 27.45 | 3.16 | 4.94 | 39.90 | 0.12 | 0.15 | 0.005 | 0.033 | 0 | 0.18 | 0.38 | 0.008 | 0.024 | 0 | 1.45 | −7.86 | −0.020 | 0.019 | 0 |
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