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Geofluids
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2020
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Article
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Tab 3
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Research Article
A Novel Method for Analyzing the Factors Influencing Ground Settlement during Shield Tunnel Construction in Upper-Soft and Lower-Hard Fissured Rock Strata considering the Coupled Hydromechanical Properties
Table 3
Training data.
Ground settlement
1
2
3
4
5
6
7
8
9
Soft strata
36.80
36.05
36.12
38.59
35.26
43.71
36.36
33.61
39.01
Semisoft and semihard strata
10.42
10.37
10.53
10.60
10.29
11.40
10.35
10.01
10.72
Hard strata
2.75
3.44
4.04
2.97
3.42
4.42
3.32
3.57
3.21
10
11
12
13
14
15
16
17
18
Soft strata
33.15
36.14
37.74
28.95
34.42
36.24
36.23
39.37
31.61
Semisoft and semihard strata
10.01
10.44
10.52
9.53
10.28
10.46
10.28
10.68
9.77
Hard strata
3.17
3.33
3.37
3.57
3.65
4.05
3.34
3.24
3.02
19
20
21
22
23
24
25
Soft strata
35.40
33.40
34.14
34.58
35.66
34.83
35.27
Semisoft and semihard strata
10.32
9.99
10.14
10.30
10.35
10.47
10.23
Hard strata
3.44
3.23
3.52
3.53
3.12
3.74
3.05