Part 5: Shallow Foundation: Numerical on Effect of Water Table on Bearing Capacity

[@letscreate9578]

Plzz make more videos on geoechnical engineering...

[@KHAN-tc4wf]

the lecture is very clear! thanks in advance

[@masidd5459]

Amazingly explained

[@thetthetsoe8156]

Sir for case 2 what 'r' should be used wet,dry or submerge

[@masidd5459]

Ma Shaa Allah

[@alial-araji222]

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

[@CuriousCivilEngineer]

It's Bouyant weight we also call it as submerged unit weight.

[@alial-araji222]

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?

[@thetthetsoe8156]

If no water table effect consider , what 'r' should be used plz

[@CuriousCivilEngineer]

Hey hi .in that case the value of r is 1. It means no effect.

[@thetthetsoe8156]

I mean 'r' in surcharge q

[@wasimshaikh1665]

@@thetthetsoe8156 if there is no water then value of r is 1. Value 1 indicates no effect of water.

[@thetthetsoe8156]

Thank you sir🥰

[@thetthetsoe8156]

In case 2 what 'r' should be used sir dry or wet or submerged

[@hdstudio3513]

¢

[@princeshivu9707]

By seeing your video i got failed

[@CuriousCivilEngineer]

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