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Thank you

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Thank you sir

Thank you sir

Perfect explanation good job sir 😮

this can be solved through graph, right sir?

This helped

how do we know that the failure envelope starts from zero?

thank you

Thank u sir, tommorow is our gt sem exam ,this helped a lot to me.

Our data in site by sounding m/s by air makes Wsw and Nsw at depth 25M. Its data is each 1cm. By vector and second. They show the τ　line。

Thank you sir

Thank you so much sir

your basic is very low

Thank you sir ❤

Squre footing Formula me 1.2 ke jagaha 1.3 Aayega

Why u not convert the number blows into log

Thank you so much for the clear explanation sir

Hii, can I ask if that section of the core with a length of 20 is considered a whole core, even though its like broken in half? Thanks for answering

Sir thanks exactly same sum came in exam today with change in surcharge

where is length of arc sir ? (like where it is given)

Sir in formula's video for depth factor Nø = tan²(45°+ ø/2) But here you have not applied square to tan now im confused which formula to use

Thank you so much May God bless you sir

🙇🏻

Seepage velocity comes as 70.75

Sir only 2 equations are take from 3 or need all 3 equations take in exam

I got 21947 answer

Sir this method is fellenious method...not Swedish method...

Sir i have a question, why did you take alpha in 'Capacity of block failure' equation, ive seen your other videos on other group of piles numericals for 'capacity of block failure' but in that u didnt take aplha value. Can you please explain my doubt

How to calculate area for each slice

Sir hard rock kase define krenge??

Thanks sirji

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Explained very well, 😊 Thanks

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Orientation is the value of theta ???

Superb sirji now please pray I will pass my tomorrow's exam☺.

😍🤩 Thanks a lot

Sir I am following your lectures regularly I found it very easy and understandable. I have one question in GE-2 Exam numerical we get marks on steps or direct by seeing final answer invigilator gives the marks

اكو عرب بطيارة

Tq u bro ❤

very well explained, thank you

O12 should be final? as total 1.6m lengths should be 9

super sir very helpful I have exam in 20min very thank you for your service

Question: what if the area above the water table has a moisture content of say 15% - do we use dry unit weight or total unit weight in our calculation?

is that failure envelope line should be through the intersection of the mohr circles?

Good explanation tq sir