Research Article
Differential Analysis and Prediction Optimization of Ground Surface Settlement Induced by Quasi-Rectangular Shield and Pipe Jacking Tunnelling
Table 2
Stratum physical parameters.
| | Stratum | K0 | γ (kN/m3) | Es (MPa) | | C (kPa) | φ (°) |
| | ①1 miscellaneous fill | 0.50 | 17.50 | 3.00 | 0.33 | 8.00 | 15.00 | | ②4 sandy silt | 0.52 | 19.20 | 6.00 | 0.34 | 4.00 | 26.00 | | ③4 sandy silt | 0.45 | 19.20 | 14.00 | 0.32 | 6.00 | 30.00 | | ③5 sand with sandy silt | 0.37 | 19.70 | 10.00 | 0.28 | 5.00 | 34.00 | | ③7 sandy silt | 0.52 | 19.40 | 15.00 | 0.31 | 7.00 | 24.00 | | ⑥2 muddy silty clay | 0.38 | 19.90 | 4.00 | 0.27 | 12.00 | 10.00 | | ⑦2 silty clay | 0.45 | 18.20 | 8.50 | 0.34 | 10.00 | 16.00 |
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Here ①1 represents the first layer in the first layer of the stratum and ②4 represents the fourth layer in the second layer of the stratum, etc.
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