Research Article
Utilization of Construction Waste Composite Powder Materials as Cementitious Materials in Small-Scale Prefabricated Concrete
Table 6
The results of MIP test of C25 and C30.
| | Total void area/m2/g | The average pore diameter/nm | The median pore diameter/μm | Porosity/% | Volume | Area |
| C25-0% | 1.725 | 53.5 | 175.0 | 14.0 | 5.9580 | C25-30% | 7.910 | 34.3 | 73.0 | 13.3 | 14.6624 | C30-0% | 5.059 | 52.6 | 96.2 | 26.7 | 14.8215 | C30-30% | 4.931 | 39.4 | 81.9 | 14.7 | 9.0298 |
| Pore size distribution/% | | <20 nm | 20~50 nm | 50~100 nm | 100~200 nm | >200 nm |
| C25-0% | 12.46 | 12.17 | 12.62 | 14.53 | 48.22 | C25-30% | 19.33 | 19.48 | 21.29 | 13.83 | 26.07 | C30-0% | 9.07 | 20.7 | 19.73 | 26.31 | 24.2 | C30-30% | 16.55 | 17.64 | 21.27 | 13.41 | 31.12 |
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