Research Article
Experimental Research on Compression Properties of Cement Asphalt Mortar due to Drying and Wetting Cycle
Table 1
Properties of emulsified asphalts.
| Number | Item | Unit | Requesting | Value |
| 1 | Engler viscosity (25°C) | | 5~15 | 8.0 |
| 2 | Ratioof screen residue (1.18 mm) | % | <0.1 | 0 |
| 3 | Storage stability (1 d, 25°C) | % | <1.0 | 0.3 |
| 4 | Storage stability (5 d, 25°C) | % | <5.0 | 3.2 |
| 5 | Residue of mixing with cement | % | <1.0 | 0.3 |
| 6 | Evaporated residue | Needle penetration (25°C, 100 g) | 0.1 mm | 60~120 | 78.5 | 7 | Solubility (trichloroethylene) | % | >97 | 98.0 | 8 | Ductility (5°C) | cm | 20 | 26.5 | 9 | Ductility (15°C) | cm | 50 | 61.2 |
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