Research Article
Foundation Treatment Assessment and Postconstruction Settlement Prediction of a Loess High Fill Embankment: A Case Study
Table 2
Mean values of physical and mechanical parameters of soil samples.
| | Layer | (%) | ρd (g/cm3) | ρdmax (g/cm3) | (%) | e | (%) | (%) | av (MPa−1) | Es (MPa) | c (kPa) | φ (°) |
| | ①1 | 23.66 | 1.60 | — | — | 0.696 | 25.20 | 15.89 | 0.396 | 4.65 | 19.3 | 20.5 | | ①2 | 15.65 | 1.44 | — | — | 0.882 | 24.72 | 15.75 | 0.249 | 7.48 | 49.4 | 26.6 | | ② | 16.97 | 1.56 | 1.88 | 13.3 | 0.741 | 24.87 | 16.08 | 0.228 | 8.23 | 36.6 | 23.6 | | ③ | 21.36 | 1.65 | 1.93 | 12.2 | 0.647 | 29.29 | 17.49 | 0.231 | 7.57 | 70.2 | 23.5 | | ④1 | 22.00 | 1.64 | — | — | 0.663 | 29.91 | 17.53 | 0.238 | 7.20 | 114.9 | 21.3 | | ④2 | 21.53 | 1.67 | — | — | 0.628 | 30.13 | 17.66 | 0.229 | 7.21 | 126.6 | 22.8 |
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