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This is probably the best explanation of this numerical on TH-cam.
Thank you
Yes of course😎
The explanation through the images were so good. Thank you very much.
Glad I could help
thank you so much from Bangladesh. It was a really nice explanation. 🇧🇩
If the number c is not zero, how can the same problem be solved?
Same question
this is helpful and will forever be helpful.thanks for the video and good pace of explanation
Ty Sir, you explain it very well yet simple . ❤
Absolutely great work done Thanks
why we don't take active earth pressure coefficient?
Thank u sir it was very help to me to solve the same type of question
Thank you. Glad it was helpful.
Great lecture.
Nice explain❤
Thanks a lot sir plz also upload video in which c' is not zero
Thank you. Will do Inshallah very soon
Sir bakki ke video Kaha Hai?? Active pe To Ek video banaya apne
Great job🤝
very good explanation
Thanks sir.... @👍
*Thanks for your help sir*
thank u so much
Sir friction valuve isthe problem cheppandi sir
Good one sir
Thank you Prof. Dada Patil.
Thanks a lot to your Nice Video Lecture!!
Always a pleasure
But you didn't consider the saturated soil on your calculations...
Because in problem soil below water table was given as submerged soil.
Thanks
Earth pressure mei effective stress analysis karte h to kyu water ka press kyu liya gya h
Kyu k bina water pressure effective stress nahi nikal sakte.
Hello sir, what to do if γdry and γsat is both given in second layer of soil, how to find γ' ?
Then gama' = gama sat - gama of water
@@CuriousCivilEngineer Thank you sir 👍🏻👍🏻
A same quation came on may23 sem😮
They must have changed values?
Numerical is wrong after pa3
yes 55.44
(1/2)* sigma1 *H² hoga.. apne H likha
This is probably the best explanation of this numerical on TH-cam.
Thank you
Yes of course😎
The explanation through the images were so good.
Thank you very much.
Glad I could help
thank you so much from Bangladesh. It was a really nice explanation. 🇧🇩
If the number c is not zero, how can the same problem be solved?
Same question
this is helpful and will forever be helpful.thanks for the video and good pace of explanation
Ty Sir, you explain it very well yet simple . ❤
Absolutely great work done
Thanks
why we don't take active earth pressure coefficient?
Thank u sir it was very help to me to solve the same type of question
Thank you. Glad it was helpful.
Great lecture.
Nice explain❤
Thanks a lot sir plz also upload video in which c' is not zero
Thank you. Will do Inshallah very soon
Sir bakki ke video Kaha Hai?? Active pe To Ek video banaya apne
Great job🤝
very good explanation
Thanks sir.... @👍
*Thanks for your help sir*
thank u so much
Sir friction valuve isthe problem cheppandi sir
Good one sir
Thank you Prof. Dada Patil.
Thanks a lot to your Nice Video Lecture!!
Always a pleasure
But you didn't consider the saturated soil on your calculations...
Because in problem soil below water table was given as submerged soil.
Thanks
Earth pressure mei effective stress analysis karte h to kyu water ka press kyu liya gya h
Kyu k bina water pressure effective stress nahi nikal sakte.
Hello sir, what to do if γdry and γsat is both given in second layer of soil, how to find γ' ?
Then gama' = gama sat - gama of water
@@CuriousCivilEngineer Thank you sir 👍🏻👍🏻
A same quation came on may23 sem😮
They must have changed values?
Numerical is wrong after pa3
yes 55.44
(1/2)* sigma1 *H² hoga.. apne H likha