you clearly have good basic understanding of the subject,,I appreciate your effort putting up these videos.very helpful.
@melesedemissie76647 ай бұрын
nice explanation. what about pile load capacity calculation when there is an effect of water table. please do one video to show how to calculate bearing capacity factors, overburden pressure such as sigma base and sigma skin.
@surendersinghrana80186 жыл бұрын
Sir your communication skill is good......very helpful lecture
@tripurajobnotification90116 жыл бұрын
thanks sir ..very nice explained
@aashishkumar4986 жыл бұрын
At 15 .10,in case of individual failure for a pile group,Qug=n*{CubNcAb+CuPbL} but u have written only for single pile failure as Qug.
@vigneshshaik39883 жыл бұрын
I'm looking for this comment he explained wrong there
@vigneshshaik39883 жыл бұрын
He for got to multiply with N
@hemantdhaked19037 жыл бұрын
you are great, very helpful
@surendersinghrana80186 жыл бұрын
Sir there is one doubt.....the load carrying capacity in case of block failure will always be greater than that of individual pile....so min of these two will always be that for single pile...then why do we calculate load for group of pile
@rohitkale1126 жыл бұрын
SURENDER SINGH it is to find whether it is going to fail in block or as an single unit I think so.
@tanjilmomin58394 жыл бұрын
The load carrying capacity of individual pile had to be multiplied by no. Of piles and then take min of them ....
@sridhar64127 жыл бұрын
Nice one
@prajwalsontakke64333 жыл бұрын
What should we do in case of c-phi soil
@Roarking19993 жыл бұрын
What does mean "it fails structurally" ?
@ufoluxury47336 жыл бұрын
hello sir... can I get notes on these lectures? thankyou
@APSEDUVERSE6 жыл бұрын
Currently we don't have any notes.
@subhankarsarkar34967 жыл бұрын
thanks
@rohitkale1126 жыл бұрын
What's the value of Ab and As for cohesionless soil?
@saicharangarrepalli95906 жыл бұрын
Ab and As depend on the pile
@jasonfulcher2045 жыл бұрын
Ab is at the base of the pile. for a circular pile, it will just be the area of a circle i.e. (PI*(d)^2). For As, it is taking the side profile of the pile into consideration, there for it will be the circumference of the pile times its length i.e. PI*d*L.
@karishmapawar55825 жыл бұрын
Its nice video but there is little handwriting problem
@kalyanram18063 жыл бұрын
Good explanation but plz ,the writing is not clear,no clarity,plz enhance it sir
@APSEDUVERSE3 жыл бұрын
Check out latest videos - it is there on Geotech as well :)