Thanks team of NPTEL it's very useful for all civilians

Very good lecture. Very well explained. Thanks

Super sir..... Crystal clear

@34:24 if we use standard formula for passive earth pressure coeficinet (1+sinfi/1-sinfi), I dont get the same values as in the table given for N gamma. Help

What is the reason behind the "let us consider part" at 29:22?

hi ! sir, may god bleess you.

So nice..

It's pretty good lecture just put on subtitles on and it's a lot easier to understand.

@sanjaydehariyababa

8 жыл бұрын

+WilsonI IT IS EASY TO DEVELOP SUBTITLE

tommaro is my geotech exam and I feel tired during study... so I came here and feel good

@radicalexplorer3665

7 жыл бұрын

*tommato

please be a bit clear about concepts like radial shear zone and how it forms ,.......its NOT WHAT I expect from iits ,.......its like refering punmia text book, nothing was made general ,............

@bharatkandadai7716

7 жыл бұрын

Radial shear zone is a zone between the passive mobilization zone and the elastic wedge (triangular zone as referred here). Look at log spiral theory of earth pressures for more information.

@ritwikgaur1858

4 жыл бұрын

@@bharatkandadai7716 u told him after 2 years. And I told you after 2 years of your reply. And actually what is he doing today after 4 years of his comment.

@civilengineeringtutor8510

2 жыл бұрын

@@akhandpratapsingh3319 I tried to explained these concept with a little bit of 2D animation.when you have some times Check my last video and give me your feedback.

shear jones....brother of indiana jones

In the effect of Water table case Dw'

@hasanshirazi9535

6 жыл бұрын

You can use any of the formula, they will both give the same results. Just put the value of Dw'=B in Case-III and it will give the same answer as Case-I.

Nice sir

37:27 for friction angle = 0. Nq = 1 but why isnt Nc = 0 then? you have 5.7 from nowhere ?

@radicalexplorer3665

7 жыл бұрын

there is a table as well as graph for these factors for respective phi dash value.

sir explain how Nc=5.7 at phai=0

but why u considered to put m instead of n, does n doesnt exist in india

Why is angle of wedge Phi? What is the explanation?

@radicalexplorer3665

7 жыл бұрын

its just something terzaghi came up with. lol

@hasanshirazi9535

6 жыл бұрын

Because when the soil fails as elastic wedge, it will fail at the angle of internal friction. The triangular part represents wedge failure of soil and the failure planes will form an angle phi.

this is how the iitians teach....RIP

Sir the text above this topic is disturbing please avoid it because topic is hidden by this text.

its a very good video, my all concept get clear

concept very clear

thanks a lot

jone

Even the terminology at the beginning was explained terribly

I don't want to know how to drive equations they are well explained in textbooks.....please explain how and why these 3 zones are formed in these manners......and if you fails to explain please don't upload these kind of videos which waste our time.....i want concept.....

No sound is in your voice

Check out the online bearing capacity calculator at: civilengineeringbible.com/calculators/bearingcapacity.php Its the best one you can find. Fast, easy, reliable for both metric and british

Rip

Sir kya pda rhe ho reason kisi ka bataya ni bs book ki language bole ja rhe ho.. 📖📖

Subtitles create disturbance pls remove this

wtf hocam what are u talkin aboutt!!?

waste of time..

rather than that... cncpt was clear