Research Article
Deformation Prediction of Foundation Pit Based on Exponential Power Product Model of Improved Algorithm
Table 3
Comparison of deformation prediction models of each foundation pit.
| Example | Model | Periods | Measured value/mm | Estimate/mm | Absolute error/% | Relative error/% | MRE/% | MAE/mm |
| 1 | ISDO-EPP | 36 | 22.24 | 22.27 | -0.1 | -0.45 | 0.73 | 0.17 | 37 | 22.96 | 23.19 | 0.23 | 1 | 38 | 23.75 | 23.68 | -0.07 | -0.29 | 39 | 24.45 | 24.57 | 0.12 | 0.47 | 40 | 24.84 | 25.19 | 0.35 | 1.42 | ISDO-SVM | 36 | 22.24 | 22.12 | -0.22 | -0.97 | 0.81 | 0.19 | 37 | 22.96 | 23.02 | 0.06 | 0.26 | 38 | 23.75 | 23.65 | -0.1 | -0.43 | 39 | 24.45 | 24.57 | 0.12 | 0.48 | 40 | 24.84 | 25.32 | 0.48 | 1.92 | ISDO-BP | 36 | 22.24 | 22.26 | -0.08 | -0.34 | 0.87 | 0.21 | 37 | 22.96 | 23.25 | 0.25 | 1.25 | 38 | 23.75 | 23.74 | -0.01 | -0.04 | 39 | 24.45 | 24.66 | 0.21 | 0.87 | 40 | 24.84 | 25.29 | 0.45 | 1.83 | 2 | ISDO-EPP | 16 | 11.3 | 11.14 | -0.16 | -1.44 | 3.36 | 0.43 | 17 | 12.1 | 11.76 | -0.34 | -2.79 | 18 | 12.3 | 12.72 | 0.42 | 3.42 | 19 | 13.5 | 12.48 | -1.02 | -7.55 | 20 | 14.7 | 14.47 | -0.23 | -1.59 | ISDO-SVM | 16 | 11.3 | 11.49 | 0.19 | 1.67 | 3.83 | 0.51 | 17 | 12.1 | 11.75 | -0.35 | -2.82 | 18 | 12.3 | 12.52 | 0.22 | 1.81 | 19 | 13.5 | 12.72 | -0.78 | -5.81 | 20 | 14.7 | 13.68 | -1.02 | -6.92 | ISDO-BP | 16 | 11.3 | 11.19 | -0.11 | -1.01 | 5.96 | 0.81 | 17 | 12.1 | 11.39 | -0.71 | -5.86 | 18 | 12.3 | 12.11 | -0.19 | -1.58 | 19 | 13.5 | 12.17 | -1.33 | -9.87 | 20 | 14.7 | 13.01 | -1.69 | -11.48 | 3 | ISDO-EPP | 13 | 13.86 | 13.81 | -0.05 | -0.35 | 1.33 | 0.22 | 14 | 15.12 | 15.19 | 0.07 | 0.49 | 15 | 16.84 | 16.31 | -0.53 | -3.14 | ISDO-SVM | 13 | 13.86 | 13.04 | -0.82 | -5.9 | 5.83 | 0.90 | 14 | 15.12 | 14.46 | -0.66 | -4.36 | 15 | 16.84 | 15.62 | -1.22 | 24 | ISDO-BP | 13 | 13.86 | 12.79 | -1.07 | -7.75 | 8.01 | 1.23 | 14 | 15.12 | 14.12 | -1 | -6.61 | 15 | 16.84 | 15.21 | -1.63 | -9.66 |
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