Research Article
Application of the Maximum Sensitivity Principle in the Optimization of Measuring Point Arrangement in Transversely Isotropic Rock Mass Engineering
Table 7
The radial displacements of each survey line.
| | Line | L1 (cm) | L2 (cm) | L3 (cm) | L4 (cm) | L5 (cm) | L6 (cm) | L7 (cm) |
| | N1 | 8.73 | 8.26 | 6.45 | 4.69 | 2.92 | 1.07 | 5.86-1 | | N2 | 6.25 | 5.73 | 4.43 | 2.89 | 9.21-1 | -1.06-1 | -5.39-1 | | N3 | 4.63 | 5.73 | 3.92 | 2.39 | 1.31-1 | -1.06-1 | -5.49-1 | | N4 | 4.63 | 4.16 | 3.05 | 1.90 | 6.34-1 | -1.79-1 | -5.49-1 | | N5 | 3.60 | 3.19 | 2.28 | 1.59 | 4.90-1 | -1.51-1 | -4.59-1 | | N6 | 2.90 | 2.55 | 2.28 | 1.40 | 4.90-1 | -1.19-1 | -3.79-1 | | N7 | 2.39 | 2.55 | 1.79 | 1.17 | 3.96-1 | -1.19-1 | -3.09-1 | | N8 | 2.39 | 2.09 | 1.45 | 9.02-1 | 3.31-1 | -9.21-2 | -3.09-1 | | N9 | 2.00 | 1.74 | 1.45 | 9.02-1 | 3.31-1 | -7.08-2 | -2.56-1 | | N10 | 1.69 | 1.46 | 1.19 | 7.18-1 | 2.81-1 | -5.36-2 | -2.13-1 |
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