Research Article
Analysis and Prediction of Subway Tunnel Surface Subsidence Based on Internet of Things Monitoring and BP Neural Network
Table 4
Surface settlement of each part of Section 3 during excavation.
| Distance from midline | Middle hole excavation settlement | Excavation settlement of left and right side holes | Total settlement | Middle cave settlement/total settlement | Side tunnel settlement/total settlement |
| −25.8 | 0 | −0.44 | −0.44 | 0.0 | 100.0 | −20.8 | −0.34 | −1.27 | −1.61 | 21.1 | 78.9 | −15.8 | −1.27 | −2.61 | −3.88 | 32.7 | 67.3 | −10.8 | −2.16 | −5.32 | −7.48 | 28.9 | 71.1 | −5.8 | −4.46 | −8.56 | −13.02 | 34.3 | 65.7 | −3.8 | −7.53 | −10.82 | −18.35 | 41.0 | 59.0 | −1.8 | −9.88 | −10.58 | −20.46 | 48.3 | 51.7 | 1.8 | −10.35 | −10.26 | −20.61 | 50.2 | 49.8 | 3.8 | −9.26 | −11.01 | −20.27 | 45.7 | 54.3 | 5.8 | −5.12 | −10.64 | −15.76 | 32.5 | 67.5 | 10.8 | −2.09 | −6.02 | −8.11 | 25.8 | 74.2 | 15.8 | −0.94 | −3.11 | −4.05 | 23.2 | 76.8 | 20.8 | −0.21 | −1.49 | −1.7 | 12.4 | 87.6 | 25.8 | 0 | −0.57 | −0.57 | 0 | 100.0 |
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