Case Study and Numerical Simulation of Excavation beneath Existing Buildings

<div>Plan of piles and monitoring points in No. 3 section basement construction project of Ganshuixiang. Note: (1) In the construction process, we monitored the piles and pillars at the caps of 7C, 7D, and 13D. (2) D1 and D2 are the dewatering well points. (3) S1–S25 are the subsidence monitoring points.</div>

Advances in Civil Engineering

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Figure 3

Figure 3: Case Study and Numerical Simulation of Excavation beneath Existing Buildings 