Research Article
Application of Optimum Compaction Energy in the Development of Bricks Made with Construction Trash Soils
Table 1
Compaction properties and unconfined compressive strength at different ages.
| Compaction data | Unconfined compressive strength (MPa) | Energy/m3 (kN-m)/m3 | Optimum moisture content (%) | Maximum dry density (kN/m3) | 7 days | 14 days | 30 days | 60 days |
| 600 | 35.00 | 12.74 | 0.78 | 0.97 | 1.06 | 1.41 | 1500 | 33.30 | 14.70 | 1.32 | 2.01 | 2.71 | 3.57 | 1800 | 31.53 | 15.09 | 1.44 | 2.29 | 3.06 | 4.08 | 2100 | 31.40 | 15.29 | 1.42 | 2.35 | 3.20 | 4.25 | 2400 | 34.20 | 15.39 | 1.63 | 2.62 | 3.57 | 4.74 | 2700 | 38.20 | 12.25 | 0.49 | 0.40 | 0.42 | 0.50 | 4000 | 37.82 | 12.25 | 0.45 | 0.37 | 0.40 | 0.48 |
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