Research Article
Study on Prediction Method for Postconstruction Settlement of Loess Fill Foundation in Northern Shaanxi, China
Table 1
Some basic geotechnical properties of the tested material.
| | Sample | In situ density (g/cm3) | Natural moisture content (%) | Specific gravity | Plastic limit (ωP/%) | Liquid limit (ωL/%) | Plasticity index (Ip) |
| | Value | 1.65 | 14.21 | 2.72 | 17.1 | 25.6 | 8.5 |
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