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

<div>Pipe jacking model size and boundary conditions: (a) Pipe jacking model size. (b) Pipe jacking stratum and boundary condition.</div>

Advances in Civil Engineering

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Figure 5

Figure 5: Differential Analysis and Prediction Optimization of Ground Surface Settlement Induced by Quasi-Rectangular Shield and Pipe Jacking Tunnelling 

Figure 5 | Differential Analysis and Prediction Optimization of Ground Surface Settlement Induced by Quasi-Rectangular Shield and Pipe Jacking Tunnelling 