A Study of Instantaneous Shear Mechanical Properties on the Discontinuity of Rock Mass Based on 3D Morphological Properties

Table 2

Peak shear strength of discontinuities (unit: MPa).

Sample No.
p-1	2.75	1.94	0.81	3.74	2.93	4.99	4.18	5.89	5.08	6.69	5.88
p-2	3.47	1.84	1.63	4.45	2.82	5.14	3.51	5.62	3.99	6.06	4.43
p-3	2.7	2.5	0.2	3.34	3.14	4.81	4.61	5.53	5.33	6.35	6.15
p-4	3.13	2.33	0.8	3.99	3.19	5.32	4.52	5.73	4.93	6.1	5.3
p-5	3.7	3.13	0.57	4.89	4.32	6.06	5.49	7.37	6.8	8.17	7.6