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Great channel !Please make more videos about foundation engineering and geotechs
Great video! Nice clean explanation.
great work well done
Great video!
how to ı get these lecture notes on internet
Thank you!www.julitovaldes.com/geotech
"Human engineers" Which other engineers are there? - My Girlfriend Made me chuckle Hahaha..
how did u get 18 for the new unit weight
It's just an assumption he made. Saturated unit weight 20Bulk 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!
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
Great channel !
Please make more videos about foundation engineering and geotechs
Great video! Nice clean explanation.
great work well done
Great video!
how to ı get these lecture notes on internet
Thank you!
www.julitovaldes.com/geotech
"Human engineers" Which other engineers are there? - My Girlfriend
Made me chuckle Hahaha..
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!
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