Consolidation: excess pore pressures.

The generation of excess pore pressures.
Video #1.

Пікірлер: 13

  • @ahmedkamla2109
    @ahmedkamla21093 жыл бұрын

    Great video! Nice clean explanation.

  • @josephfell3287
    @josephfell32875 жыл бұрын

    Great video!

  • @EmanAhmed-vv2lb
    @EmanAhmed-vv2lb Жыл бұрын

    great work well done

  • @jfjdbfjxjfbfjxrbf7846
    @jfjdbfjxjfbfjxrbf78464 жыл бұрын

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

  • @MrSlipRed2
    @MrSlipRed24 жыл бұрын

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

  • @lalitchoudhary1095
    @lalitchoudhary10953 жыл бұрын

    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

  • @metincetin1303
    @metincetin13034 жыл бұрын

    how to ı get these lecture notes on internet

  • @julitovaldes

    @julitovaldes

    4 жыл бұрын

    Thank you! www.julitovaldes.com/geotech

  • @alfredogomez7864
    @alfredogomez78645 жыл бұрын

    how did u get 18 for the new unit weight

  • @josephfell3287

    @josephfell3287

    5 жыл бұрын

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

  • @minervamunoz4607

    @minervamunoz4607

    5 жыл бұрын

    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

    4 жыл бұрын

    Joseph and Minerva are correct!