Table 1 Physical mechanical properties of the loess samples.
From: Effects of sliding liquefaction on homogeneous loess landslides in western China
Specific gravity | Water content (%) | Density (g/cm3) | Void ratio | Liquid limit (%) | Plastic limit (%) | Collapsibility coefficient | Compression coefficient (/MPa) |
|---|---|---|---|---|---|---|---|
2.71 | 6.3 | 1.78 | 0.62 | 29.16 | 18.25 | 0.03 | 0.16 |
