Research Article
Mathematical Model Relating Uniaxial Compressive Behavior of Manufactured Sand Mortar to MIP-Derived Pore Structure Parameters
Table 2
Pore structure parameters for all mix proportions of manufactured sand mortars.
| Specimens | (%) | | (m) | (m) | (m) | |
| M1 | 0.2213 | 0.018 | 0.065 | 0.055 | 0.017 | 0.464 | M2 | 0.2003 | 0.027 | 0.067 | 0.062 | 0.019 | 0.382 | M3 | 0.1845 | 0.042 | 0.065 | 0.066 | 0.025 | 0.311 | M4 | 0.2213 | 0.023 | 0.076 | 0.062 | 0.017 | 0.419 | M5 | 0.2119 | 0.036 | 0.078 | 0.071 | 0.02 | 0.357 | M6 | 0.1892 | 0.03 | 0.079 | 0.075 | 0.018 | 0.388 | M7 | 0.2241 | 0.014 | 0.085 | 0.071 | 0.018 | 0.378 | M8 | 0.2049 | 0.027 | 0.088 | 0.075 | 0.02 | 0.344 | M9 | 0.2116 | 0.084 | 0.093 | 0.109 | 0.027 | 0.252 | M10 | 0.2365 | 0.039 | 0.095 | 0.095 | 0.016 | 0.37 | M11 | 0.221 | 0.062 | 0.096 | 0.121 | 0.018 | 0.316 | M12 | 0.2145 | 0.026 | 0.097 | 0.116 | 0.021 | 0.296 |
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