The generation of excess pore pressures.Video #1.
Great video! Nice clean explanation.
Great video!
great work well done
Great channel ! Please make more videos about foundation engineering and geotechs
"Human engineers" Which other engineers are there? - My Girlfriend Made me chuckle Hahaha..
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
how to ı get these lecture notes on internet
Thank you! www.julitovaldes.com/geotech
how did u get 18 for the new unit weight
It's just an assumption he made. Saturated unit weight 20 Bulk unit weight (above water table) 18
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.
Joseph and Minerva are correct!
Пікірлер: 13
Great video! Nice clean explanation.
Great video!
great work well done
Great channel ! Please make more videos about foundation engineering and geotechs
"Human engineers" Which other engineers are there? - My Girlfriend Made me chuckle Hahaha..
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
how to ı get these lecture notes on internet
@julitovaldes
4 жыл бұрын
Thank you! www.julitovaldes.com/geotech
how did u get 18 for the new unit weight
@josephfell3287
5 жыл бұрын
It's just an assumption he made. Saturated unit weight 20 Bulk unit weight (above water table) 18
@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
4 жыл бұрын
Joseph and Minerva are correct!