Research Article
Mathematical Model Relating Uniaxial Compressive Behavior of Manufactured Sand Mortar to MIP-Derived Pore Structure Parameters
Table 6
Coefficients for multiple linear model and multiple nonlinear model.
| Model terms | | | | | | | | |
| Coefficient | −1.7 | 5.1 | 1.9 | 27.2 | −9.0 | 54.3 | −1.6 | 0.92 |
| Model terms | | | () | | | | AIC | |
| Coefficient | −2.01 | −0.04 | 32.11 | −6.80 | 67.03 | 0.89 | −15.62 | |
| Model terms | | | | | | AIC | | |
| Coefficient | −0.17 | −1.14 | −1.29 | 28.96 | 0.91 | −16.10 | | |
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