Investigation on the Effects of Prefabricated Crack and Strain Rate on Uniaxial Compressive Properties of Frozen Silty Soil
Table 2
The values of fitting parameters a, b, and c.
Prefabricated crack number
a
b
c
R2
0
0.013
1.12 × 10−4
1.24 × 10−6
0.95
1
0.012
−4.99 × 10−5
1.48 × 10−6
0.98
2
0.011
−9.22 × 10−5
1.5 × 10−6
0.96
3
0.064
−7 × 10−5
2.89 × 10−6
0.97
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