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Found 2 results

  1. abbaskhan2294
    I'm facing an issue in design of strip footing for region with high water table. The water table is situated at a depth of 3 ft from the N.S.L. What measures should I take? Thanks
  2. wakas
    a soil report was investigated when water table at depth of 1m,during construction water table raise up to NGL due to seasonal canal runing excavation of foundation is deeper than water table will cause seepage of water in excavation my question is bearing capacity and shear properties of soil is same in this condition, we can not provide footing at required depth any recomendation
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