Pile Foundation, Mumbai University Solved Example
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- เผยแพร่เมื่อ 6 ต.ค. 2024
- Hii Guys,
In this video, Pile Foundation, Mumbai University Solved Example has been solved.
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Just one thing sir
Ek no.
Aisa laga tha
GT 2 k numerical nai milega
Only theory Pe kam chalana padega
But sir Ek no. Thanks
Thank you
The best way I have ever seen in TH-cam for the numerical practice. Please keep uploading more videos. Thank you so much.
Welcome
Very nice bro ...you helped us to clear all the doubts through numericals.👌💪
Thank you
Hi sir, i have a question if you have time please can you do this example?
A sample of normally consolidated soft clay is taken from the ground and trimmed into a
specimen 76.5 mm high and 38.2 mm in diameter, which is placed in a triaxial cell. The
remaining clay is used to obtain a measure of the initial water content of the sample which is
42.1%.
The specimen is subjected to drained isotropic consolidation under a cell pressure of
200 kN/m2 and a pore pressure of 100 kN/m2.
During this stage a volume of 9.12 cm3 of
water was measured to have left the specimen and the axial strain transducer recorded a
decrease in length of 2.64 mm. The drainage tap is now closed and axial load applied. At
the end of the test when no further change in load or pore pressure is recorded the axial load
is 71.4 N, the pore pressure is 167.4 kN/m2 and the sample has decreased in length by an
additional 11.07 mm.
a) Calculate the volumetric and axial strain in the specimen at the end of the test, relative
to the initial sample dimensions. Calculate the specific volume in the sample at this
point assuming Gs of the clay is 2.65.
b) Calculate the total and effective axial and radial stresses acting on the specimen at
critical state and plot Mohr’s circles representing these stresses in the specimen. Hence
find the critical state angle of friction of the soil.
Thankyou so much sir. Your videos are helping me for my preparation of GE2 exam which is on the coming friday.
So how was your exam?
Tysm for making this help ful lect. For us
Thank you prof. For making vidio thanks a lot keep making Vidios exactly like that on other topics
When I graduate I accept to have `TH-cam Tutorials` written on my diploma :D
Nice explanation to the point...one of the best videos for pile foundation 👌👌👌
Thank you
Sir bahut acha samjhaye shukriya ❤❤❤
What gentleman is you🙏🏽🙏🏽🙏🏽
Thank you 😊
Sir more videos are required for the topic of settlement analysis of shallow foundation ....
Very Good explanation...very helpful
Thnk u sir...its helping a lot..plz sir upload more videos of university questions of other topics...it will me more helpful..
gauri kolhapure sure
Svjct ??
Y r great ...method is zeher
Sir,
Excellent demonstration. I have only confusion which I would like get to know. The total capacity of Group Pile numerical value has not been used anywhere, used only the minimum value of one pile. Since there is no use of Q gp (Group pile capacity) and therefore can be avoided? Appreciate your reply.
Very good explaination sir, thanks for sharing😊
Best notes ever
Dil jeet liya sir aapne maza aagya
Thank you 😊
Pls make video on lateral capacity of pile
sir plz upload numerical on well foundation....i was able to pass soil mechanics only because the help of your video...thank you so much sir....
Sir,for 3rd example can I know how you simplified the value for sigma v. You have shown the same value of (sigma a) at the place of sigma v.Can you simplify that
Thank you so much sir!
Thank you.😄 Keep the good work doing.
Welcome
Very nice sir
SIr plz add negative skin friction numerical as soon as possible...bcoz our paper is on friday
Ok
Sir please solve numerical on braced cut
Thank you soo much for your help
Welcome
Very helpful...
Thank You Sir, Sir can i get the notes from which you are teaching
Sir aap GE2 ka KT viva k liye saraswati college me aae the na kharghar. ???
Sir when there is no maintain the sand is loose or dense .how can I found the soil is loose or dense sand , for calculate the value of K .
Thankyou sir
Sir you promised for uploading of lecture.plz upload we have exam in March.
Sure.. I will upload within this week
On which topic you want video lectures
@@vedprakashmaralapalle5360 seepage analysis ..numerical....can you give ur email id ...I need to send some question.
civilved@gmail.com
@@vedprakashmaralapalle5360 sir can u share the PDF of this numericals
11:00 the Qu = 21947.95kg .. as u have taken 0.7 bymistake in the calculation
Thanks sir. .
Thank you
Sir ur great.... ❤
Thank you 😊
Sir 1 question what if spacing is not given?
2.5D to 3D, D= diameter of Pile.
@@vedprakashmaralapalle5360 okay.. 👍
Thank you !
Welcome
Sir I need one help
Example no3 why you don't use the sigma a in solution
Please sir clear my doubt
😍 thank you so much
Thank you
Awesome !!!
Thank you
IN WHICH CONDITION IT TAKE PLACE C= q /2
Sir question no 3 me sigma v ki value 17.25 aaa raha hai aur ap ka 77.37 hai
Sir, question no 6, question says that 25 piles, but u have drawn 30 piles, why sir?
By mistek drown 30 piles
sir can you please so same with retaining wall and earth pressure14th may is the exam
Today night, I will upload earth pressure chapter.
ty sir waiting for videos
sir jaldi dalo video
can i get this notes?
❤️❤️
answers are different in easy solution; 3 4 5
Don't follow essay solution blindly. There are lots of calculation and printing mistek.
WHEN C=q/2
10Q