Research Article
Performance and Environmental Evaluation of Stabilized Base Material with Strontium Slag in Low-Volume Road in China
Table 3
Properties of Portland cement, lime, and aggregate blend.
| | Material | Test item | Values |
| | Portland cement | Setting time (min) | Initial | 176 | | Final | 433 | | Compression strength (MPa) | 3 days | 20.3 | | 28 days | 38.9 | | Flexural strength (MPa) | 3 days | 4.6 | | 28 days | 9.8 |
| | Lime | Composition (%) | CaO | 75.7 | | MgO | 6.9 | | Percent retained on | 0.125 mm | 11.5 | | 0.71 mm | 0.3 |
| | Aggregate blend | Apparent specific gravity | 2.72 | | Flat and elongated >3 : 1 (%) | 16.7 | | Aggregate crushing value (%) | 25.6 |
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