Research Article
Measurement and Simulation Analysis of Vertical Cross Longitudinal Settlement between Turning Shield and Foundation Pit
| Sequence | Layer | Thickness (m) | c (kPa) | | (kg·m−3) | k (m·d−1) | (MPa) | (MPa) | (MPa) |
| | Artificial fill | 2.8 | 2.4 | 11.7 | 1500 | 1 | 3 | 3 | 9 | ② | Silt | 3.2 | 1.0 | 20.4 | 2040 | 0.3 | 12.5 | 10 | 37.5 | ②1 | Silt | 4.1 | 1.1 | 18.9 | 2100 | 0.3 | 11.3 | 9.8 | 28.7 | ④1 | Silty clay | 13.2 | 21.4 | 15.7 | 1950 | 0.5 | 10 | 6 | 30 | ⑥5 | Silt | 8.6 | 2.6 | 29.7 | 1920 | 3 | 12.7 | 10.4 | 36.4 | ⑥6 | Silt | 7.8 | 3.7 | 26.9 | 2050 | 3 | 13.2 | 13.2 | 41.2 | ⑦2 | Fine sand | 6.4 | 5.7 | 18.4 | 1900 | 5 | 13.5 | 13.5 | 40 | ⑩1 | Gravelly sand | 10.8 | 4.1 | 27.6 | 2030 | 50 | 13.4 | 13.5 | 39.4 | ⑩2 | Gravelly sand | 28.4 | 5.3 | 26.9 | 2000 | 60 | 13.7 | 13.7 | 40.5 |
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