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👌👌
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%.
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
Why does the fine grained soil with liquid limit less than 35 considered as having low compressibility? Shouldn't a low liquid limit mean that the soil flows at low water content and is highly compressible and in turn ought have high plasticity, could you correct my lack of theoretical understanding?
I am. Civil Engineer having 9 years of experience in construction field. But today finally i understand the soil classification very good. Thank u. 😊
I am glad you found my video helpful. And thank you for your appreciation.
Sir do u only make videos of soil ?
Sir can’t u make such great videos on environmental engineering topics
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👌👌
Very well explained in an easy way.
Thanks
Your explanations are beyond borders💙❤️ hope lot more to come sir!!!!!
epic never seen a tutor like this before
😍
Very helpful! Thanks for this video ☺
Awesome video sir! Summed up an entire course I took a while back in minutes
Amazing job…. What a presentation
Thank you so much❤
Thank you again
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%.
yes -- absolutely - There are correction --> Before - After is correct
So well explained thank you sir
U cleared my doubt sir🙂 nice way of explanation 👌🙏
Keep it up sir, this is so informative
Great work.
Sir this is so amazing
Great explanation...
Please make video on strength of materials topic
very efficient ❤
Great kectures sir, please make similiar videos on transportation engineering andbother topics.
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
Very good, sehr gut, muito bom
Is there any chance to get thriple symbol??.... Ex: GW-GM-GC
POSSIBILITY - % Fines b/w 5-12, P.I b/w 4-7
Sir you are really awesome 👌 👏 😎
you are awesome too.
Thnankyou so much
Super sir 🙏
Please upload video on seepage analysis as early as possible
Thanks sir make a video on triaxial test
sir thanks for the video and request u to add this in ur playlist as it is not listed there
Thank you. Now its in the playlist.
Why does the fine grained soil with liquid limit less than 35 considered as having low compressibility? Shouldn't a low liquid limit mean that the soil flows at low water content and is highly compressible and in turn ought have high plasticity, could you correct my lack of theoretical understanding?
sir...could you plz post
shear strength in trai axial testtt......plz sirrrr
Thank you
thank you very much sir
Have anyone reference or suggest -- Other subject lecture like these kind of explanation ?
Thanq sir 🙏
Sir do more videos on civil eng subjects
Which software u are using for making videos like this
Best video
sacche man se Dhundne se vaastav me sb milta hai
Great
Man literally carrying geotechnical engineering for undergrads
Dust just Jesus Christ name amen. Repent.
Thank you