Pile Load Capacity of a Pile Group | | Soil Mechanics

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In this video I have talked about the ultimate pile load capacity for a pile group and the factors affecting efficiency of pile group.
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[@oldsoul2829]

you clearly have good basic understanding of the subject,,I appreciate your effort putting up these videos.very helpful.

[@melesedemissie7664]

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.

[@surendersinghrana8018]

Sir your communication skill is good......very helpful lecture

[@tripurajobnotification9011]

thanks sir ..very nice explained

[@aashishkumar498]

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.

[@vigneshshaik3988]

I'm looking for this comment he explained wrong there

[@vigneshshaik3988]

He for got to multiply with N

[@hemantdhaked1903]

you are great, very helpful

[@surendersinghrana8018]

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

[@rohitkale112]

SURENDER SINGH it is to find whether it is going to fail in block or as an single unit I think so.

[@tanjilmomin5839]

The load carrying capacity of individual pile had to be multiplied by no. Of piles and then take min of them ....

[@sridhar6412]

Nice one

[@prajwalsontakke6433]

What should we do in case of c-phi soil

[@Roarking1999]

What does mean "it fails structurally" ?

[@ufoluxury4733]

hello sir... can I get notes on these lectures? thankyou

[@APSEDUVERSE]

Currently we don't have any notes.

[@subhankarsarkar3496]

thanks

[@rohitkale112]

What's the value of Ab and As for cohesionless soil?

[@saicharangarrepalli9590]

Ab and As depend on the pile

[@jasonfulcher204]

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.

[@karishmapawar5582]

Its nice video but there is little handwriting problem

[@kalyanram1806]

Good explanation but plz ,the writing is not clear,no clarity,plz enhance it sir

[@APSEDUVERSE]

Check out latest videos - it is there on Geotech as well :)

[@shobhitvajpeyee8019]

Gopal ranjan rao

[@vigneshshaik3988]

Wrong concept for individual failure

[@ashishkumardongre8163]

Hindi me padhao