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  1. sreeragks6

    Partial Penetration

    Hi,Everyone, can you pls help me,myself sreerag,engaged in a dewatering company,we need to know how partial penetration in a unconfined acquifier is calculated,we have the soil investigation report,then permebability,D10 value,we are taking the formula as Q=3.14K(H*2-hw*2)/ln(Ro/rs),we have...
  2. sreeragks6

    Estimation of settlement due to dewatering

    Hi,good afternon dear geotech experts/civil engineers how to estimate the settlement of soil and consoliodated time of a soil due to dewatering the details are maximum excavation=-6.30m water table=-4.20m types of shoring=h beam k=4.62*10^-5m/s ro=77.52m rs=26.11m q=.0161mcube/s well depth =21m...

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