Differential Analysis and Prediction Optimization of Ground Surface Settlement Induced by Quasi-Rectangular Shield and Pipe Jacking Tunnelling

<div>Field measurement and Peck formula optimization of pipe jacking ground surface settlement: (a) DBC-10. (b) DBC-20. (c) DBC-30.</div>

Advances in Civil Engineering

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Figure 17

Figure 17: Differential Analysis and Prediction Optimization of Ground Surface Settlement Induced by Quasi-Rectangular Shield and Pipe Jacking Tunnelling 

Figure 17 | Differential Analysis and Prediction Optimization of Ground Surface Settlement Induced by Quasi-Rectangular Shield and Pipe Jacking Tunnelling 