Loading-Rate Dependence of Rocks in Postfailure Region under Triaxial Compression

Table 3

Calculated results of n_c and n_d.

Rock	σ3 (MPa)	nc		nd
		Air-dried	Wet	Air-dried	Wet
Tage tuff	3	68	45	66	43
	6	51	37	50	36
	9	50	38	50	39
Ogino tuff	3	65	33	64	33
	6	55	35	54	35
	9	45	32	45	32
Emochi andesite	3	74	58	74	57
	6	67	62	65	63
	9	66	61	64	61
Jingkou sandstone	3	45	50	45	49
	6	52	50	52	51
	9	66	50	60	51