Quick question. For Case 3, is gamma dashed the saturated unit weight or is it the unit weight of the saturated subtracted by the unit weight of water(Buoyant weight)? Thank you
Thank you! So if the water table is well below the bottom of the footing but the soil above is saturated, will we need to subtract weight of water or no?
Plzz make more videos on geoechnical engineering...
the lecture is very clear! thanks in advance
Amazingly explained
Ma Shaa Allah
Sir for case 2 what 'r' should be used wet,dry or submerge
Quick question. For Case 3, is gamma dashed the saturated unit weight or is it the unit weight of the saturated subtracted by the unit weight of water(Buoyant weight)? Thank you
It's Bouyant weight we also call it as submerged unit weight.
Thank you! So if the water table is well below the bottom of the footing but the soil above is saturated, will we need to subtract weight of water or no?
If no water table effect consider , what 'r' should be used plz
Hey hi .in that case the value of r is 1. It means no effect.
I mean 'r' in surcharge q
@@thetthetsoe8156 if there is no water then value of r is 1. Value 1 indicates no effect of water.
Thank you sir🥰
In case 2 what 'r' should be used sir dry or wet or submerged
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By seeing your video i got failed
Sorry that you failed but I never claimed that my videos will help you pass. It's just few videos on topics my students needed