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
2 жыл бұрын
@@kamarudinahmadphd7412 can you post on retaining walls sir.
@cpy77ify
Жыл бұрын
answer is correct. miss out (95.71 kN/m2)
@shaileshsanghavi172
2 жыл бұрын
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.
@wendytulu9450
3 жыл бұрын
Hello Dr do yo have soft copy of yellow book? Thanks
@sateshselvam263
2 жыл бұрын
Hi Dr.! I have another question, what do you do if cohesion is greater than 50kN/m2, what would the adhesion factor be?
@sateshselvam263
2 жыл бұрын
Hi! I am just wondering what paper are you referencing it from for the shaft friction for sand? Thank you.
@sateshselvam263
2 жыл бұрын
Hi! Amazing video, but what happens if it the value of 15D is greater than pile length?
@sateshselvam263
2 жыл бұрын
@@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?
@mohammadfirdausbinburazak7101
2 жыл бұрын
Assalammualaikum sir..can u explain how to get a reduce level value in bore pile?
@bholasontakke
2 жыл бұрын
Sir please suggest the name of book which is you referring
@alyssabersamin341
2 жыл бұрын
Can you do an example of non homogenous
@p.3914
Жыл бұрын
Qb = 9*130*Pi/4 = 919 KN I believe there is an error when you multiply Qb.
@HuriyyahAinaa
4 жыл бұрын
Dr, if the value of L' for sand is 15D, how about for loose sand? is it the same?
@eng.saberabdulla9996
2 жыл бұрын
I need this yellow book link.
@kofoworolapopoola5806
2 жыл бұрын
Please how can I get a copy of your yellow text book. Thank you
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