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  • Users: NHJ
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  1. NHJ

    settlement under pile foundation

    I have calculated the immediate and consolidation settlement for pile group (in clay soil), and the results was 3.3 mm and 33 mm respectively. are these values admissible for settlement beneath pile foundation or not? and why?
  2. NHJ

    calculation of soil weight behind a retaining wall

    Hi.. I want to calculate the resistance forces against sliding in a retaining wall design, the water table is in the surface, so should I use the total unit weight or the the effective unit weight to calculate the soil weight behind the wall? the total unit weight for the soil is 18, so should I...

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