Numerical Simulation of Artificial Recharge Groundwater Effect on Overlying Soft Clay Compression Control

<div>The simulated compression of the aquitard caused by foundation pit dewatering and artificial recharge groundwater. (a) Recharge wells are arranged within the construction area. (b) Recharge wells are at the metro existing tunnel.</div>

Advances in Civil Engineering

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Figure 10

Figure 10: Numerical Simulation of Artificial Recharge Groundwater Effect on Overlying Soft Clay Compression Control 