Experimental Study on Dynamic Tensile Failure of Sandstone Specimens with Different Water Contents

Table 1

Loading strain rates of specimens with different water contents.

No.	ω (%)	(s^−1)	(s^−1)
ω1-1	0.31	53.12	53.04
ω2-1	0.54	53.80
ω3-1	0.71	52.38
ω4-1	0.93	53.12
ω5-1	1.09	52.79
ω1-3	0.31	89.64	89.04
ω2-3	0.54	88.70
ω3-3	0.71	89.81
ω4-3	0.93	88.69
ω5-3	1.09	88.37
ω1-2	0.31	73.28	73.16
ω2-2	0.54	72.88
ω3-2	0.71	73.64
ω4-2	0.93	73.05
ω5-2	1.09	72.93
ω1-4	0.31	105.20	104.87
ω2-4	0.54	104.46
ω3-4	0.71	105.47
ω4-4	0.93	104.44
ω5-4	1.09	104.78