Review Article

Prediction of Soil Deformation in Tunnelling Using Artificial Neural Networks

Table 5

displacement of key points.

Test numberPoint 11Point 14Point 15
Prediction data (mm)Test data (mm)Error (%)Prediction data (mm)Test data (mm)Error (%)Prediction data (mm)Test data (mm)Error (%)

1−5.12−4.4614.8−1.33−1.7624.43−1.12−0.7843.59
2−16.21−11.7138.43−4.25−5.4321.73−3.45−3.236.81
31.932.2213.06−0.78−0.6030.00−22.56−27.2317.15
463.3859.167.13−82.24−90.559.18−45.68−40.8811.74
50.750.5731.58−0.52−0.23126.09−1.21−1.164.31
6−5.28−5.778.49−11.37−9.3821.22−1.16−1.069.43
7−7.01−6.793.24−3.26−2.1452.34−2.15−1.7920.11
8−113.42−107.305.70−23.29−26.4912.08−21.64−26.5018.34
9−72.22−64.1712.54−13.04−13.201.21−14.06−13.176.76
10−0.94−0.6740.30−1.61−1.758.00−0.44−0.2576.00