Відео

Too good and informative.. thanks

in the accelerated sttep size example table , how come the step size value and the X value are the same in every iteration?

Thanku sir

Thank you, your explanations are very clear

Interesting topics. thank you

Hello, as civil engineer sometimes we need to refresh our studies, I had forgot about pile lateral resistance and the explication you gave in this video and previous ones is so clear. This video is useful for this. Thanks for your work, keep going!! Regard from Spain

Thanks

Thanks sir

🎉🎉🎉🎉

🎉🎉🎉🎉🎉

Beautiful.

1. Elastic Compression of Cohesive Soils under Flexible Foundations The plan of a proposed spoil heap is shown below. The tip will be about 23 m high and will sit on a thick, soft alluvial deposit (E = 15MPa) It is estimated that the eventual uniform bearing pressure on the soil will be about 300 kPa. Estimate the immediate settlement under the point A at the surface of the soil. 50 m 150 m 30 m 1 50 m 2 3

Sir will u able to explain why in equation 4 their is - g/4

Such a great informative video. Thanks.

such poor teaching style

How is observed trips OD % Calculated?

before midsem :)

sir hmlog se jyada lazy toh aap hai.

Nice lecture sir.

i love you!!

Thank you sir for clearing my confusion ❤❤

Thank you Prof, do you also have content on Broms theory for cohesionless soils?

anyway, awesome explanation of the theme

Maybe I am wrong, but for me it makes no sense if M max is bigger than My (that means the maximum bending moment is bigger than the yield of the pile, in that case, the pile should fail), this for the long pile

Excellent!

Sir for All the methods such as Meyerhof, Saran&Handa is there charts for values including angle of internal friction 20

please solve a numerical problem on all of these

it was helpful, you are a great teacher.

Explained nicely 🎉🎉

Thank you Sir. It was a very insightful lecture. 🧡

Hi, Great work, thank you so much for sharing such a wonderful knowledge. However I have few questions to ask, so is it possible to contact you to get your advice? Mainly I am initiating a project to use bamboo in dpc foundation and pillars. You’ve mentioned it has to be treated first before using with concrete. I like to know the treatment process, kindly if you can make one more video on this topic. Thank you so much

NICE LECTURE.

Thank you sir

Thanks!

My project work. Is related to PLOS for crosswalks.

Sir... Can you please tell me how. To. Find plos score for crosswalks?

And how could we can arrive..?

What is Cu

Treatment please

Will report to swayam & nptel team regarding these

These is not your content

How can you upload their videos?????

Maharaja college

12:38 Fratar Model

i dont understand how pore water pressure goes on increasing with increase in load in undrainded condition correct me here isn' it pore water pressure is always equal to y w x h ? i dont understand when you said pore water is generated isnt it always ywxh if the soil is fully saturated please reply. thank you

Thank you Sir. Your videos explain the topics very clearly.

Hello UET Taxilian😂😂

Very good lectures, but not arranged orderly in playlist,also lec.2 of optical mineralogy is missing,, please provide that if possible...🙏

This was massively helpful. Thanks! I was so confused as to how the productions and attractions are balanced before we take it to visum. Now its clear.

what is the subgrade?