Research Article
Repeated Uniaxial Compression Test of Permeable Friction Courses Mixtures under Seepage Field and Stress Field Coupling
Table 2
Technical properties of hard sandstone aggregate.
| No. | Item | Unit | Requirements | Results |
| 1 | Stone crushing value | % | ≤ 24 | 9.5 | 2 | Los Angeles abrasion loss | % | ≤ 26 | 10.4 | 3 | Apparent relative density | — | ≥ 2.60 | 2.912 | 4 | Water absorption | % | ≤ 2.0 | 0.8 | 5 | Robustness | % | ≤ 12 | 1.3 | 6 | Flatness, elongated particles | % | ≤ 10 | 9.0 | 7 | Particle content smaller than 0.075 mm | % | ≤ 1 | 0.6 | 8 | Soft stone content | % | ≤ 1.0 | 0 | 9 | Polishing value | PSV | ≥ 42 | 52 | 10 | Adhesion level for asphalt | — | Level 5 | Level 5 |
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