Research Article
Foundation Treatment Assessment and Postconstruction Settlement Prediction of a Loess High Fill Embankment: A Case Study
Table 6
Compaction methods and compaction degree standards of test fill.
| Location | Below airstrip (m) | Compaction method | Thickness of loose laying | Compaction degree |
| Airstrip region | Y = 0-1 | VC + PC | VC-4 × 0.35 m, PC-1.0 m | 0.98 | Y = 1–20 | VC + PC | VC-5 × 0.40 m, PC-1.5 m | 0.96 | Y = 20-H-20 | VC + DC | VC-20 × 0.40 m, DC-6.0 m | | Fill slope region | Y = 0–20 | VC (H represents the height of fill body in Figure 8) | 0.4 m | 0.90 | Y = 20-H-20 | 0.4 m | 0.93 | Ordinary region | Y = 0-1 | 3 × 0.45 m | 0.90 | Y = 1-H | 0.5 m |
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