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

Table 2

The radial displacements of each survey line.

Line	L1 (cm)	L2 (cm)	L3 (cm)	L4 (cm)	L5 (cm)	L6 (cm)	L7 (cm)
N1	5.24	5.29	4.40	3.52	2.63	1.70	1.46
N2	3.84	3.56	2.88	2.06	1.13	0.65	0.45
N3	2.83	3.56	2.61	1.79	1.31	0.65	0.24
N4	2.83	2.57	1.99	1.36	0.78	0.41	0.24
N5	2.19	1.97	1.49	1.19	0.59	0.31	0.16
N6	1.76	1.57	1.49	1.01	0.59	0.24	0.13
N7	1.45	1.57	1.17	0.87	0.47	0.24	0.11
N8	1.45	1.29	0.94	0.68	0.39	0.20	0.11
N9	1.21	1.07	0.94	0.68	0.39	0.17	0.09
N10	1.03	0.90	0.78	0.54	0.32	0.15	0.08