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 first drawdown (unit: Pa). (a) Cross section of the well midpoint. (b) Longitudinal section of the well midpoint.</div>

Advances in Civil Engineering

fig26

Figure 26

Figure 26: Design of Groundwater Extraction in Open Cut Foundation Pit and Simplified Calculation of Ground Subsidence due to Dewatering in Sandy Pebble Soil Strata 

Figure 26 | Design of Groundwater Extraction in Open Cut Foundation Pit and Simplified Calculation of Ground Subsidence due to Dewatering in Sandy Pebble Soil Strata 