Research Article

Crack Propagation and Fragmentation Characteristics of Single-Flawed Sandstone Samples under Different Loading Conditions

Table 2

Dynamic mechanical parameters of samples.

Specimen number (s−1)σd (MPa)Ed (GPa)

D-0-441.348.710.28
D-0-538.745.29.67
D-0-640.944.810.67
D-0-765.864.916.78
D-0-860.461.915.24
D-0-957.257.315.97
D-0-1076.879.820.81
D-0-1182.381.121.02
D-0-1283.283.520.44
D-30-437.840.88.78
D-30-542.343.59.34
D-30-639.841.79.03
D-30-755.655.214.58
D-30-859.758.815.20
D-30-962.154.313.91
D-30-1076.576.216.45
D-30-1179.879.317.28
D-30-1283.278.516.92
D-45-440.839.77.01
D-45-539.741.27.58
D-45-643.242.86.98
D-45-755.345.310.94
D-45-859.750.811.98
D-45-962.552.812.04
D-45-1080.260.114.58
D-45-1183.765.815.21
D-45-1278.963.214.07
D-60-438.848.87.54
D-60-543.550.28.01
D-60-641.353.87.81
D-60-759.755.713.27
D-60-863.259.813.29
D-60-958.655.713.74
D-60-1075.362.718.79
D-60-1179.466.817.01
D-60-1283.267.818.61
D-90-439.750.18.94
D-90-545.853.29.51
D-90-642.147.88.74
D-90-762.152.114.31
D-90-860.754.914.97
D-90-965.259.815.21
D-90-1077.969.419.41
D-90-1183.972.820.21
D-90-1279.870.119.78