Fluctuation Characteristic Test of Oblique Stress Waves in Infilled Jointed Rock and Study of the Analytic Method

Table 4

Stress peak comparison table.

Joint angle	Impact velocity (m·s^−1)	Stress peak (MPa)
		Theoretical value	Experimental value
0	3.30	65.95	71
	4.16	83.13	90
	5.73	114.51	120
30°	3.57	71.34	63
	4.30	85.93	84
	5.70	113.91	110
45°	3.25	67.74	50
	3.97	81.33	72
	5.40	114.31	106