Table 13 Strength parameter of different mineral admixtures modified MPC mortar in best incorporation for 28d
From: Analysis of the Strength of Different Minerals-Modified MPC Based on Mathematical Models
Strength parameter | 10% FA-MPC | 15% SF-MPC | 10% MK-MPC |
|---|---|---|---|
\(\gamma_{1}\) | 9.338 | 10.49 | 11.32 |
\(f_{{\sigma_{f,I} }}\) | 0.0274 | − 0.0398 | − 0.0952 |
\(f_{{\sigma_{f,t} }}\) | 0.0240 | 0.0578 | 0.0675 |
\(\gamma_{6}\) | 28.27 | 31.37 | 28.41 |
\(f_{{\sigma_{c,I} }}\) | − 0.0568 | − 1.0438 | − 0.3186 |
\(f_{{\sigma_{c,t} }}\) | 0.3506 | 0.6076 | 0.3918 |