HST95 sand material properties (Al-Defae et al., 2013; Lauder et al., 2013)
| Property | Value |
|---|---|
| Effective particle size, D10: mm | 0.09 |
| Average particle size, D50: mm | 0.14 |
| Peak friction angle, ϕ′pk, at 57% relative density: ° | 40 |
| Peak friction angle, ϕ′pk, at 84% relative density: ° | 45 |
| Critical state friction angle, ϕ′crit: ° | 32 |
| Sand–steel interface friction angle, δ′crit: ° | 24 |
| Angle of dilation*, ψ: ° | 16 |
| Maximum dry density, ρmax: kN/m3 | 17.58 |
| Minimum dry density, ρmin: kN/m3 | 14.59 |
| Effective particle size, D10: mm | 0.09 |
| Average particle size, D50: mm | 0.14 |
| Peak friction angle, ϕ′pk, at 57% relative density: ° | 40 |
| Peak friction angle, ϕ′pk, at 84% relative density: ° | 45 |
| Critical state friction angle, ϕ′crit: ° | 32 |
| Sand–steel interface friction angle, δ′crit: ° | 24 |
| Angle of dilation | 16 |
| Maximum dry density, ρmax: kN/m3 | 17.58 |
| Minimum dry density, ρmin: kN/m3 | 14.59 |
Peak friction angle determined at effective stresses relevant to model testing (0.2–0.3 kN/m2)
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