Pile Foundation: Part 4: Solved Example: Individual Pile load capacity: Granular (Sand) soil
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- Опубліковано 6 вер 2024
- Download the video Notes: drive.google.c...
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The ultimate bearing capacity of a pile is the maximum load which it can carry without failure
or excessive settlement of the ground. The allowable load on a pile is the load which can be
imposed upon it with an adequate margin of safety; it may be the ultimate load divided by a
suitable factor of safety, or the load at which the settlement reaches the allowable value.
The bearing capacity of a pile depends primarily on the type of soil through which and/
or on which it rests, and on the method of installation. It also depends upon the cross-section
and length of the pile.
The pile shaft is a structural column that is fixed at the point and usually restrained at
the top. The elastic stability of piles, or their resistance against buckling, has been investigated
Sir aapka Dil se bahut bahut dhanyawad...🙂🙏🙏🙏🙏🙂
Determination of ultimate load bearing capacity of pile was not correct. It should be as below:
Qult= Qp + Qs
Qult = 108×48×0.125 + 24.60×3.14×0.40×6.0 + 49.21×3.14×0.40×6.0
Qult = 1204.2316 KN
Qs = 1204.2316/2
Qs = 602.11 KN
also got Qu=1209,589
Excuse me sir , can you show me a little bit about , fs=73.81kN/m^2 or fs = 98.41kN/m^2 , I'm not sure , how can I choose one to calculate sir ?if I see you calculate on f=f1+f2 = 73.81 kn/m^2 . And you write on fs to show (Qu) , you write fs = 98.41 kn/m^2 . Can you show me a little bit , I didn't understand this here sir. Thanks sir ❤
Very very clear explanation my all doubts us cleared
Thanks. Thanks thanks
Sir railway bridge drawing se related agar aapke pass kuch knowledge hai..toh please share kijiye...or aache se explain kijiye taki hamari help ho sake..
We extremely need your help...🙏🙏🙏🙂
there is some correction i think so bcoz value are different for F1 and F2 then the surface area will also be different for both as the F1 is limited to critical depth and F2 will be acting for the remaining length of pile
Yes bro you are right 🤟
Sir the value of fs is 73.81 but u have put 98.3 in final formula of Qu ?
Yeah I remember that. I made mistake while copy pasting the value. Please take 73.81
Thanks a lot for making this ❤️🎉 please post more like this
What if the diameter is more than 1 meter.
If the top of the pile is below 1m from ground level then from which should I calculate Lc's value. I mean Lc is from ground level or from top of the pile?
TIA
Super explaination sir tqs so much sir 👍👍
Thankyou so much sir for this awesome lecture
Sir plz make video continuation of clay sir
Sir thanks a lot it helps me alot❤️❤️❤️ plz sir i need a vedio of pile load capicity in clay soils
how to determine the value of k = 1, s = 0.7 f and the ref for Lc = 15 D, please, thanks
Given in que
Lc = 15D use for loose soil
Lc = 20D use for dense soil
Excellent presentation. Could you please erase the red marks after you have finished your commentary! Thank you !!!
Yeah I forget to do that. But you can download the pdf notes of all videos in discription.
great man 👍
you made a mistake by considering the skin friction as the summation of f1 plus f2. each one should be multiplied by 6. you multiplied the summation by 12m length of pile .
does f2 should multiplied by 9.0, the remaining depth?
Hi sir do you have any social media?
Hi. I have but it's mostly for personal stuff nothing for channel
Hi i have contacted you via email for work purposes I will appreciate it if you can help thanks @@CuriousCivilEngineer
Sir railway bridge drawing se related agar aapke pass kuch knowledge hai..toh please share kijiye...or aache se explain kijiye taki hamari help ho sake..
We extremely need your help...🙏🙏🙏🙂