Research Article
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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