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.

ExampleModelPeriodsMeasured value/mmEstimate/mmAbsolute error/%Relative error/%MRE/%MAE/mm

1ISDO-EPP3622.2422.27-0.1-0.450.730.17
3722.9623.190.231
3823.7523.68-0.07-0.29
3924.4524.570.120.47
4024.8425.190.351.42
ISDO-SVM3622.2422.12-0.22-0.970.810.19
3722.9623.020.060.26
3823.7523.65-0.1-0.43
3924.4524.570.120.48
4024.8425.320.481.92
ISDO-BP3622.2422.26-0.08-0.340.870.21
3722.9623.250.251.25
3823.7523.74-0.01-0.04
3924.4524.660.210.87
4024.8425.290.451.83
2ISDO-EPP1611.311.14-0.16-1.443.360.43
1712.111.76-0.34-2.79
1812.312.720.423.42
1913.512.48-1.02-7.55
2014.714.47-0.23-1.59
ISDO-SVM1611.311.490.191.673.830.51
1712.111.75-0.35-2.82
1812.312.520.221.81
1913.512.72-0.78-5.81
2014.713.68-1.02-6.92
ISDO-BP1611.311.19-0.11-1.015.960.81
1712.111.39-0.71-5.86
1812.312.11-0.19-1.58
1913.512.17-1.33-9.87
2014.713.01-1.69-11.48
3ISDO-EPP1313.8613.81-0.05-0.351.330.22
1415.1215.190.070.49
1516.8416.31-0.53-3.14
ISDO-SVM1313.8613.04-0.82-5.95.830.90
1415.1214.46-0.66-4.36
1516.8415.62-1.2224
ISDO-BP1313.8612.79-1.07-7.758.011.23
1415.1214.12-1-6.61
1516.8415.21-1.63-9.66