since water table is below the base of footing so in third term of bearing capacity equation we will have to consider average unit weight of soil at the depth of 1.5m and (1.8-1.5)m as we have to consider gamma saturated for the soil at the depth of (1.8-1.5)m and gamma bulk for the soil at the depth of 1.5m from the base and the 2nd term in equation as per is code is (Nq-1)Sqiqdq
Sir please explain with numerical water table is below the ground level but above the base of footing please sir or upload a pdf on this numerical problem plz sir
all my doubt were clarified here grateful
since water table is below the base of footing so in third term of bearing capacity equation we will have to consider average unit weight of soil at the depth of 1.5m and (1.8-1.5)m as we have to consider gamma saturated for the soil at the depth of (1.8-1.5)m and gamma bulk for the soil at the depth of 1.5m from the base
and the 2nd term in equation as per is code is (Nq-1)Sqiqdq
sir what if load is inclined vertical?
Really very helpful 👍
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Please do the video on Numericals on SPT different depths overburden pressure,Dilatancy calculations...
sir while we calculating the w' no need worry about the gama , for all cases gama should gama , is correct
Yes, you are right. IS code takes care of that.
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Very nice sir
Make a video on water table effect considering all 4 cases is code method
please refer part 6 of shallow foundation I have explained all cases of water table in that video
@@CuriousCivilEngineer pls explain clear how to calculate average q with clear example
Very helpful are your videos
Thank you
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Great 👍
Please do video on SBC, Settlement using Spt ,Y, B, D, C, Pie, W using IS code method sir
Calculation of depth factor is not right. why Root N fi is multiplied with whole?
It's been long time I don't remember, could you please tell me at what time there's a mistake. Maybe calculation mistake please let me know.
Yeah there is calculation mistake 😕
Sir please explain with numerical water table is below the ground level but above the base of footing please sir or upload a pdf on this numerical problem plz sir
refer part 6 of.. I have explained all cases in that video.
3:16
Sir pls upload the vesics method numerical
Sure will do.