Pile Foundation - 03 Shaft Resistance of Pile

[@izzatuazwa7842]

Dr, for the calculation 5.63 to 12 m , the sigma sub V prime does not include in your calculation. Does it mean the value is zero ?

[@sasi74]

@@kamarudinahmadphd7412 can you post on retaining walls sir.

[@cpy77ify]

answer is correct. miss out (95.71 kN/m2)

[@sateshselvam263]

Hi! I am just wondering what paper are you referencing it from for the shaft friction for sand? Thank you.

[@sateshselvam263]

Hi Dr.! I have another question, what do you do if cohesion is greater than 50kN/m2, what would the adhesion factor be?

[@shaileshsanghavi172]

Thanks a Lots for Simple Presentation. But from where I can Get the Book of Graph you are referring viz. 'Geotechnical Design". Please share the link of the same. Thanks in advance.

[@fiqryselamat7771]

Terima kasih Dr. Well explained.

[@bholasontakke]

Sir please suggest the name of book which is you referring

[@wendytulu9450]

Hello Dr do yo have soft copy of yellow book? Thanks

[@sateshselvam263]

Hi! Amazing video, but what happens if it the value of 15D is greater than pile length?

[@sateshselvam263]

@@kamarudinahmadphd7412 Thank you so much. I just have a follow up question, what happens, If I start of with L/D=15. And I make sure this is the case, this way, I possibly will get the most efficient pile value right?

[@alexlok2625]

Thanks Dr for the well explanation.

[@HuriyyahAinaa]

Dr, if the value of L' for sand is 15D, how about for loose sand? is it the same?

[@mohammadfirdausbinburazak7101]

Assalammualaikum sir..can u explain how to get a reduce level value in bore pile?

[@kofoworolapopoola5806]

Please how can I get a copy of your yellow text book. Thank you

[@shaharulislambd]

Thanks Dr.

[@eng.saberabdulla9996]

I need this yellow book link.

[@p.3914]

Qb = 9*130*Pi/4 = 919 KN I believe there is an error when you multiply Qb.

[@alyssabersamin341]

Can you do an example of non homogenous

[@dannylibbohole6702]

Sir I have a question I need help