Review Article
Prediction of Soil Deformation in Tunnelling Using Artificial Neural Networks
Table 5
displacement of key points.
| Test number | Point 11 | Point 14 | Point 15 | Prediction data (mm) | Test data (mm) | Error (%) | Prediction data (mm) | Test data (mm) | Error (%) | Prediction data (mm) | Test data (mm) | Error (%) |
| 1 | −5.12 | −4.46 | 14.8 | −1.33 | −1.76 | 24.43 | −1.12 | −0.78 | 43.59 | 2 | −16.21 | −11.71 | 38.43 | −4.25 | −5.43 | 21.73 | −3.45 | −3.23 | 6.81 | 3 | 1.93 | 2.22 | 13.06 | −0.78 | −0.60 | 30.00 | −22.56 | −27.23 | 17.15 | 4 | 63.38 | 59.16 | 7.13 | −82.24 | −90.55 | 9.18 | −45.68 | −40.88 | 11.74 | 5 | 0.75 | 0.57 | 31.58 | −0.52 | −0.23 | 126.09 | −1.21 | −1.16 | 4.31 | 6 | −5.28 | −5.77 | 8.49 | −11.37 | −9.38 | 21.22 | −1.16 | −1.06 | 9.43 | 7 | −7.01 | −6.79 | 3.24 | −3.26 | −2.14 | 52.34 | −2.15 | −1.79 | 20.11 | 8 | −113.42 | −107.30 | 5.70 | −23.29 | −26.49 | 12.08 | −21.64 | −26.50 | 18.34 | 9 | −72.22 | −64.17 | 12.54 | −13.04 | −13.20 | 1.21 | −14.06 | −13.17 | 6.76 | 10 | −0.94 | −0.67 | 40.30 | −1.61 | −1.75 | 8.00 | −0.44 | −0.25 | 76.00 |
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