Research Article
Foundation Treatment Assessment and Postconstruction Settlement Prediction of a Loess High Fill Embankment: A Case Study
Table 8
Allowable values of crest PCS and differential PCS of HFE in loess ravine.
| | No. | Areas | S (mm) | Differential PCS (%) | | Standard (20a) | Measurement (1a) | Standard (20a) | Measurement (1a) |
| | ① | Important or special building area: aircraft traffic link, airport station | 100 | 132–242 | 0.10 | 1.09–2.11 | | ② | General building area: high fill slope region | 200 | 323 | 0.15 | 0.02–3.05 | | ③ | Traffic area | 300 | — | 0.20 | — | | ④ | Green area and other nonbuilding areas | 500 | — | — | — |
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