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Thank you so much sir end time par aap ke is solution ne mujhe bacha liya 😊 thank you sir ❤❤❤

Module - 38 is unavailable. Plzz upload.

No z in Pa= pz dz is required. I think....46:14

Thank you sir 😊

need more example on comparing Active Passive and Rest earth pressure in Retaining wall, It's not clear. Thank you

Thanku sir ❤️❤️

Thanku soo much sir ❤️❤️❤️

Thanku sir 🔥🔥🔥

Why would a wall move horizontally. It's fixed at its base

Sir, You are too good. How I wish I could come to learn fully under you sir.

Gem of soil mechanics

Why is the earth pressure at rest considered here? Wall is rigid cannot be the reason

This video is is useful for gate civil engineering students?

The number of potential head drops at 'a' must be 3.5 instead of 4.5 .If I am mistaken , then do reply with an explanation.

The previous lectures are filled with unnecessary derivations and formulas. The formulas used in these problems are not mentioned anywhere in the previous lectures.

Sir why not *Unconsolidated drained test* ?

Thank you for clear presentation

Professor Ghosh, please let me know where I can download the materials you are presenting from so i can go back to them later

Thanks sir for easy explanation of rock cycle and rock types and formation

I typed in back rooms and this popped up

Why you are confusing engineer

Tq sir

Very interesting... #GeoEntire

Very fruitful lecture sir 😃

Thank you sir , I like your teaching

Clearty level tends to infinity..

Thank You sir.

One of the Best lecture sir👌👌👌 it's very helpful to me thank you sir

Thank you sir & team , Such a fruitful course .

Great 🙌

Lect 52 are not view ..

Great teaching sir Just loving it Thanks 🙏🙏🙏🙏

Sir, why water content does not have any upper limit, at complete saturation it will have 100% value, but can it have value more than that?

Thank you sir!

Thank You sir.

Very interesting lecture. Thanks sir.

Thank You so much sir.

Thank You sir.

Thanks Sir

Thanks 😊

3:24 Indian Standard Soil Classification System begins

90+(phi)=2(theta) => 45 + (phi)/2 = (theta) So why introduce new variable (alpha)

Most most most most highly most highly ghatia teaching style thuu Thu Thu Thu Thu

Finally found an iit course which isn't boring.....

Crystal clear sir..... Nice understanding....... Without any confusing.......

Good... Explanation sir..... Due to interest I got this derivation first time..... .... At the mid night.... 1: 10 am........,,, unbelievable....

Thank you sir!

Covered nice problem.

In the formula of Ka, Cos(beta) is not multiplied in Ka

Thank u SO MUCH for this INCREDIBLE course . I don't know how to thank u enough