Investigation on Crack Coalescence Behaviors for Granite Containing Two Flaws Induced by Cyclic Freeze-Thaw and Uniaxial Deformation in Beizhan Iron Mining, Xinjing, China

Table 1

Summarization of the basic physical and mechanical parameters of granite after F-T treatment.

Number of F-T cycles	Sample; ID	Flaw inclination angle (°)	(mm × mm)	Mass; (g)	Density; (g/cm^3)	Peak strength (MPa)	P-wave velocity
0 F-T	G0-20-1	20		546.1	2.742	55.47	4456
	G0-20-2	20		545.6	2.741	56.21	4598
	G0-50-1	50		546.6	2.712	78.16	4473
	G0-50-2	50		545.4	2.743	75.65	4435
	G0-70-1	70		550.3	2.755	86.08	4456
	G0-70-2	70		545.1	2.811	84.87	4402
20 F-T	G20-20-1	20		540.6	2.810	42.27	4210
	G20-20-2	20		540.3	2.766	44.45	4205
	G20-50-1	50		542.8	2.827	52.84	4289
	G20-50-2	50		540.6	2.792	51.25	4242
	G20-70-1	70		543.8	2.837	64.32	4198
	G20-70-2	70		543.5	2.775	67.09	4202
50 F-T	G50-20-1	20		536.4	2.727	44.34	4032
	G50-20-2	20		538.1	2.802	46.87	4112
	G50-50-1	50		534.8	2.778	46.60	4065
	G50-50-2	50		534.2	2.809	47.24	4165
	G50-70-1	70		533.4	2.736	55.89	4034
	G50-70-2	70		531.6	2.768	58.41	4087
100 F-T	G100-20-1	20		530.7	2.660	28.15	3854
	G100-20-2	20		530.8	2.665	26.25	3812
	G100-50-1	50		527.4	2.632	35.21	3902
	G100-50-2	50		526.2	2.611	37.45	3785
	G100-70-1	70		529.5	2.667	41.35	3854
	G100-70-2	70		530.3	2.725	39.78	3845