Very informative and very helpful! looking forward to more Civil Engineering videos of same quality. THANK YOU VERY MUCH!

Scary af

You are a saviour Dr Kumar. There are no videos that are informative as any of your videos. Thank you so much and wishing long life 😃.

I think you did a great job of explaining the process. Appreciate the video

Excellent work

good NCTEL..nice videos and obviously very informative. please post more civil engg. videos..nice job NCTEL

Very use ful and clearly slowly explained video for every beginners

I am really happy to watch your lectures

you dropped your crown king

good job you guys.. still lot more to be uploaded. and please mention acceptability numbers as per is guidelines in each and every videos

These video series helps a lot

VERY NICE LECTURE MORE IMPORTANT FOR THE STUDENTS WHO WANNA LEARN THE THINGS INTRESTINGLY

Thank you very much, it helped me with my assignment.

Nice video....no unnecessary talk..

Nice

nice presentation!

THANK YOU SO MUCH

Thanks So much for ur presentation. I need ur help, that is How can I put the the A-line and U-line for the soil classification in excel sheet. Thanks

wonderfully explaining

its very helpful

please upload hydrometer test of soil

Thank you for this vid sir.

thank you for this vedeo

please also provide a video for shrinkage limit of soil..

Thank u so much sir... 4 expln us

Thank you sir.

Thank you very much

Emotions while seeking improves message delivery

very usefull

very uesful

tqsm 😄 sir....

God bless you sir

Excellent

this guy is perfect as a terminator

sir can you please tell me how to find flow index

Very nice sir

How much time we left the soil sample in the oven ?

Thanku so much sir

thank you

🧲⚗️🧲⚗️🧲⚗️🧲⚗️🧲⚗️🧲⚗️🧲⚗️🧲⚗️🧲⚗️🧲⚗️

For liquid limit, I have a question. You said the moisture content corresponding to 25 blows is the liquid limit. Pray tell,MUST it be 25? Why 25? Why not other blow figures?

i have one question , in soil sample how much water quantity should be added , tanks & Regards

thanku chacha

Waaaow Waaaow... too good... 👍 Thnks.. very informative.. but the tune needs to b improved.. :))

Which soil we have to take

Thanku U Sooooooooo Much (0_o) (o_0)

Everything is excellent but it is not Exciting.

Ok mr robot

sir nuclear density test plz explain

Sir in this video you are saying the test should be done in Dry to wetter condition of soil but here you shown the calculation wetter to the dryer condition of the soil, why?

How much of water should we take

Sir what is the value of w0?

thanks sir

tks for your information,,,regarding

sir minimum and maximum value kitna hoga

Pani kitana milana h

4:20 I thought there is an error in the video (I watched it in a mute mode) lol Thanks though

can anyone tell me to which soil type LATERITE soil belong... I 'm confused in it... Is there any standard limits in LL and PL regarding this type of soil!?

Why all geotechnicians and geotechnial engineers are indian/iranian or arabic?

very stiff, monotone, not excited about subject, could improve

Lolo

CNSC LANG SAKALAM

Koi Muje btayga ki liquid limit me 31.5 kha se aa gya suddenly Plz

what is the IS CODE of this

jhonny jonny yes papa eating sugar no papa. . . . . . . ha ha ha

Total soil is wt soil

what is w0

ASTM Ka full form sir

Lots of appreciation for your help. My lab definitely benefited. But, you're intro is too slow, the pauses are too long, the voices are clear but so robotic (I almost fell asleep), and increasing the pace to a normal level while remaining just as precise would definitely benefit your channel as well as its helpfulness. Adding any personality at all and making the video shorter by decreasing the constant awkward pauses will definitely improve the level of your assistance. This is constructive criticism, thank you for your help.

slow bai ckp

Please laugh a little