Design of Groundwater Extraction in Open Cut Foundation Pit and Simplified Calculation of Ground Subsidence due to Dewatering in Sandy Pebble Soil Strata

<div>Group wells pore water pressure nephogram after the third drawdown (unit: Pa). (a) Cross section of the well midpoint. (b) Longitudinal section of the well midpoint.</div>

Advances in Civil Engineering

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Figure 30

Figure 30: Design of Groundwater Extraction in Open Cut Foundation Pit and Simplified Calculation of Ground Subsidence due to Dewatering in Sandy Pebble Soil Strata 

Figure 30 | Design of Groundwater Extraction in Open Cut Foundation Pit and Simplified Calculation of Ground Subsidence due to Dewatering in Sandy Pebble Soil Strata 