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Advances in Civil Engineering
/
2020
/
Article
/
Tab 4
/
Research Article
Experimental Investigation of Dynamic Compression Mechanical Properties of Frozen Fine Sandstone
Table 4
Fitting parameters for the peak stress and the strain rate.
Temperature
T
(°C)
a
(MPa·s)
b
(MPa)
Correlation coefficient
R
2
−15
0.582
41.024
0.97
−20
0.635
20.078
0.98
−30
0.749
4.303
0.87