Consolidation: excess pore pressures.

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  • Опубліковано 18 лис 2024

КОМЕНТАРІ • 13

  • @jfjdbfjxjfbfjxrbf7846
    @jfjdbfjxjfbfjxrbf7846 5 років тому +2

    Great channel !
    Please make more videos about foundation engineering and geotechs

  • @ahmedkamla2109
    @ahmedkamla2109 3 роки тому

    Great video! Nice clean explanation.

  • @EmanAhmed-vv2lb
    @EmanAhmed-vv2lb Рік тому

    great work well done

  • @josephfell3287
    @josephfell3287 5 років тому

    Great video!

  • @metincetin1303
    @metincetin1303 5 років тому +1

    how to ı get these lecture notes on internet

    • @julitovaldes
      @julitovaldes  4 роки тому

      Thank you!
      www.julitovaldes.com/geotech

  • @MrSlipRed2
    @MrSlipRed2 4 роки тому

    "Human engineers" Which other engineers are there? - My Girlfriend
    Made me chuckle Hahaha..

  • @alfredogomez7864
    @alfredogomez7864 5 років тому

    how did u get 18 for the new unit weight

    • @josephfell3287
      @josephfell3287 5 років тому

      It's just an assumption he made. Saturated unit weight 20
      Bulk unit weight (above water table) 18

    • @minervamunoz4607
      @minervamunoz4607 5 років тому +1

      it was an estimate. The unit weight for this example was 20 so a unit weight for dry soil should be less. There was no calculation involved.

    • @julitovaldes
      @julitovaldes  5 років тому

      Joseph and Minerva are correct!

  • @lalitchoudhary1095
    @lalitchoudhary1095 3 роки тому

    don,t you think you have taken the weight of water above that point for normal stress s weight of water is also acting downwards