Research Article
Prediction of Geological Parameters during Tunneling by Time Series Analysis on In Situ Data
Table 1
Basic statistical properties of in situ data used in Tianjin metro line 9.
| Parameter | Symbol | Unit | Max | Min | Avg | Std |
| Advance rate | AR | mm/min | 55.68 | 16.84 | 35.23 | 10.04 | Thrust force | F | kN | 24701.68 | 10436.07 | 15840.43 | 2905.33 | Cutter-head torque | T | kNm | 1706.28 | 803.08 | 1264.49 | 148.71 | Revolution per minute | RPM | rev/min | 1.10 | 0.40 | 0.94 | 0.14 | Elastic modulus | E | MPa | 7.89 | 4.70 | 6.57 | 0.52 | Bulk density | ρ | g/cm3 | 2.23 | 1.60 | 2.10 | 0.06 | Cohesion | C | kPa | 32.93 | 19.84 | 28.03 | 2.10 | Static earth pressure coefficient | K0 | — | 0.45 | 0.32 | 0.40 | 0.03 | Internal friction angle | φ | ° | 22.98 | 14.05 | 19.53 | 1.76 |
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