[@KAAO-zc8tc]

Sir before watching ur videos i think geotechincal subject is irritating subject but after watching ur videos in day more overly iam studying geo tech subject only sir tq ur efforts sir👌👌

[@user-wy6mg2wd2q]

Very well explained in an easy way.
Thanks

[@abhishekjnviitk]

Amazing job…. What a presentation

[@shariqkhatri4657]

Awesome video sir! Summed up an entire course I took a while back in minutes

[@leoncharles3785]

So well explained thank you sir

[@namruthvedavyas260]

Your explanations are beyond borders💙❤️ hope lot more to come sir!!!!!

[@gecaprathamesh6583]

Very helpful! Thanks for this video ☺

[@sajalbiswas4781]

Great work.

[@iftikharahmed475]

Keep it up sir, this is so informative

[@madanneupane9591]

epic never seen a tutor like this before
😍

[@rishitaroy5612]

U cleared my doubt sir🙂 nice way of explanation 👌🙏

[@alishan9094]

I am. Civil Engineer having 9 years of experience in construction field. But today finally i understand the soil classification very good. Thank u. 😊

[@ElementaryEngineering]

I am glad you found my video helpful. And thank you for your appreciation.

[@alideep9656]

Thank you

[@VikasKumar-xd6xf]

Sir this is so amazing

[@factpage5049]

Great explanation...
Please make video on strength of materials topic

[@navneetumariya5532]

Thank you so much❤

[@alideep9656]

Thank you again

[@nicolashaubold4522]

Very good, sehr gut, muito bom

[@usansew782]

very efficient ❤

[@md.aminulislam3303]

Great kectures sir, please make similiar videos on transportation engineering andbother topics.

[@hobbieswithtushar2976]

thank you very much sir

[@04a.revanth92]

Thnankyou so much

[@mohammadasad3797]

Sir in indian classification system in coarse grain soil for representing clay and silt as a fine plasticity index are used not percentage of clay or silt consitunents

[@akhlaqaman3684]

Thanks sir make a video on triaxial test

[@mehran1492]

First of all, really appreciate making such good movies. I think they are really helpful. Please check the relationship for distinguishing between "O" and "M". Generally after oven drying, due to mass loss in organic part, desire to adsorbing water, LL(after oven drying)-LL(before oven drying) in case of organic soil should be less than 30%.

[@tucotight]

yes -- absolutely - There are correction --> Before - After is correct

[@avijadhav2803]

Please upload video on seepage analysis as early as possible

[@advancerunner]

Thanq sir 🙏

[@nareshkasani4327]

Super sir 🙏

[@NS-dr6ip]

sir...could you plz post
shear strength in trai axial testtt......plz sirrrr

[@ritikgupta3981]

Best video

[@predatorgaming895]

Is there any chance to get thriple symbol??.... Ex: GW-GM-GC
POSSIBILITY - % Fines b/w 5-12, P.I b/w 4-7

[@learninghub4894]

Which software u are using for making videos like this

[@civillearner8577]

Sir you are really awesome 👌 👏 😎

[@ElementaryEngineering]

you are awesome too.

[@tucotight]

Have anyone reference or suggest -- Other subject lecture like these kind of explanation ?

[@muhammadriazkhan5746]

Great

[@nareshkasani4327]

Sir do more videos on civil eng subjects

[@sarbagyaadhkari6159]

sir thanks for the video and request u to add this in ur playlist as it is not listed there

[@ElementaryEngineering]

Thank you. Now its in the playlist.

[@beoptimistic3699]

sacche man se Dhundne se vaastav me sb milta hai

[@HarshRajAlwaysfree]

Man literally carrying geotechnical engineering for undergrads

[@justinbennett1937]

Dust just Jesus Christ name amen. Repent.

[@regine12]

Thank you