Stability Analysis and Reliability Evaluation in Cataclastic Loose Rock Mass Blocks

Table 1

Distribution characteristics of joints in the study area (SL24).

Set	Dip direction (°)		Dip (°)			Trace length (m)			Spacing (m)
	Form	Average value	Standard error	Form	Average value	Standard error	Form	Average value	Standard error	Average value	Standard error
1	Normal	205.11	5.40	Normal	68.96	0.85	Exponential	4.80	0.21	0.55	0.08
2	Normal	327.56	3.34	Normal	64.22	5.12	Exponential	3.02	0.14	0.43	0.06
3	Normal	78.22	8.06	Normal	38.76	5.20	Exponential	6.41	0.29	0.43	0.05