Research Article
Experimental Study on Consolidation Characteristics of Compacted Loess
Table 1
Physical properties of the test loess.
| Natural moisture content ω (%) | Limit of liquidity (%) | Limit of plasticity (%) | Index of plasticity | Relative density of soil | Grain composition (%) | Sand grain 0.25–0.075 (mm) | Powder particles 0.075–0.005 (mm) | Clay particles <0.005 (mm) |
| 7.84 | 33 | 20 | 13 | 2.70 | 2.78 | 73.06 | 24.16 |
|
|