what if a sand layer is after the 9 meter length of pile, I mean a sand layer at pile end, then should we change the end bearing capacity portion of the formula?
I'd really like to have a better understanding of this particular course. It's called foundation engineering and fundamentals in my school. I'm currently a 4th year student in civil engineering and I'm very much in geotechnical engineering.
Hi. You could refer NPTEL course on UA-cam. Just search "Geotechnical engineering by NPTEL" on Google. You will get to learn a lot. Let me know if u need more information.
what if a sand layer is after the 9 meter length of pile, I mean a sand layer at pile end, then should we change the end bearing capacity portion of the formula?
α is the adhesion factor , that value is 0.75 then Qug=4337.55KN
Thank you! I checked my calculations but still possible that I made a mistake. Please refer your calculations.
Bro check your calculator
In which part u finded this mistake
This is quite helpful. Thanks
I'd really like to have a better understanding of this particular course. It's called foundation engineering and fundamentals in my school. I'm currently a 4th year student in civil engineering and I'm very much in geotechnical engineering.
Interested*
Hi. You could refer NPTEL course on UA-cam. Just search "Geotechnical engineering by NPTEL" on Google. You will get to learn a lot. Let me know if u need more information.
@@CuriousCivilEngineer thank you very much
Sir why are u taking As formula alag ??
Sir can instead of Apb formula B² > π/4xd² ?
If your section is Square then you can use B2
this is so helpful, thankyou!!
Thanks sir.
Good work
Thanku sir very helpful
sir alpha doesn't given how it solved
Assume the value of alpha
@@CuriousCivilEngineerwhat is the value of alpha to be assumed?
Abe yaar English me bol bhai
Tu bada aaya Mountbatten ka beta. Free ka video hai dekhna hai dekh nai to kahi aur ja. Yaha demand demand mat laga