Application of the Maximum Sensitivity Principle in the Optimization of Measuring Point Arrangement in Transversely Isotropic Rock Mass Engineering

Table 4

The radial displacements of each survey line.

Line	L1 (cm)	L2 (cm)	L3 (cm)	L4 (cm)	L5 (cm)	L6 (cm)	L7 (cm)
N1	2.76	2.65	2.20	1.76	1.32	0.85	0.73
N2	1.92	1.78	1.44	1.03	0.56	0.33	0.22
N3	1.41	1.78	1.31	0.89	0.65	0.33	0.12
N4	1.41	1.29	0.99	0.68	0.39	0.20	0.12
N5	1.10	0.99	0.74	0.59	0.30	0.15	0.082
N6	0.88	0.79	0.74	0.50	0.30	0.12	0.064
N7	0.73	0.79	0.58	0.44	0.24	0.12	0.053
N8	0.73	0.64	0.47	0.33	0.19	0.10	0.053
N9	0.61	0.54	0.47	0.33	0.19	0.087	0.045
N10	0.51	0.45	0.39	0.27	0.16	0.075	0.040