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

<div>The typical profile of the soil, the structure of the foundation pit, the tunnel, and the pumping/recharge well. (a) The typical profile of the soil (I–I’). (b) The typical cross-sectional profile of the structure of the foundation pit, the tunnel, and the pumping/observed wells.</div>

Advances in Civil Engineering

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Figure 2

Figure 2: Numerical Simulation of Artificial Recharge Groundwater Effect on Overlying Soft Clay Compression Control 