The whole playlist of Soil Mechanics is exceptional. The most lucid videos on the subject which I've ever watch. With this said, I must point out a small mistake in the video at 5:00 minute where emax has been replaced by its equivalent dry density relation. Remember, emax ---> gamma min instead of gamma max written in the equation. Though the final result written by the instructor is correct. And yes, again thanks for such creative and wonderful videos.
@ElementaryEngineering4 жыл бұрын
Thank you for pointing out the mistake.
@micahsheldon55574 жыл бұрын
This guy just taught me more in 8 minutes for free than my professor did in 10 weeks for 60 hours and thousands of dollars
@ByteShaf2343 ай бұрын
SubhanAllah❤ Amazing videos are there, one can understand a particular concept in a few minutes❤
@mohdshafez31353 жыл бұрын
ur way of teaching with the help of pictures is awsome.
@neetasolanki48902 жыл бұрын
The representation is so good that we never found these tests so much interesting.... Thank you for making the subject interesting.....🤗
@lamtrandongkiem48484 жыл бұрын
Thanks for your videos. Wish you and your family a happy life.
@ElementaryEngineering4 жыл бұрын
wish you a happy life too. Thank you.
@devidassantai5395 жыл бұрын
Ur videos animation and explanation is so good👌👌
@deenaarief22484 жыл бұрын
Thank you so much for these videos, I understand soil mechanics so much better now
@malikumerfarooq54144 жыл бұрын
Thank you sir very. Such a crystal clear Explanation
@IamZKR885 жыл бұрын
love your way of explanation.......waiting for more videos
@adarsh03485 жыл бұрын
Aaj h bahut khush hua mujhe mere guru ji mil gye
@anukulbhartiya6271 Жыл бұрын
Plz sir continue your videos its really very useful ❤❤
@kuruvasreekanth91345 жыл бұрын
Meeru SUPER SIR. SIR please upload more videos as possible as......
@CivilThinking4 жыл бұрын
Amazing sir. Settlements cause decrease in age of structures if not the immediate failure..
@chbharathi96485 жыл бұрын
Ur vedios r very nice and helpfull... Sir plz make a more vedios as fast as possible..... Tnk qu
@dhritiranjannath47582 жыл бұрын
such a detailed and deep explanation...but i am shocked that views is too less..
@ferhatcankarzaoglu89633 жыл бұрын
I appriciate to meet you. It is really powerful and successful job.
@officialkalyan95882 жыл бұрын
Very Good , Bring more Videos related Civil Engineering
@tonydamien73225 жыл бұрын
Thank you for this video. Please upload videos about plasticity of soil.
@civilanimal81094 жыл бұрын
Also check this video for relative density test 👇👇👇 kzbin.info/www/bejne/nHeom6KklLONmbc
@colum96754 жыл бұрын
Great videos!
@kumarsumit26913 жыл бұрын
Why RD is defined for coarse grained soils why not for fine grained soil plzz explain..
@pragyanOne Жыл бұрын
May I know what tools you used to create/edit these videos?
@NishantSinghRajputt5 жыл бұрын
Please upload plate load test sir Or all the test of soil
@adarsh03485 жыл бұрын
sir plz plastic or limit ke upr video upload kiyiye ....10 din m mere ppr h
@03-ishajadhav34 жыл бұрын
really helpful
@stanzinnorboo70835 жыл бұрын
4:59 i guess for emax the density should be min.
@civilanimal81094 жыл бұрын
kzbin.info/www/bejne/nHeom6KklLONmbc Also check this 👆👆👆
@rrmtlabcw3823 жыл бұрын
Salam sir . agr vibrator mojood na ho to iska kia tareeka ho ga
@beautyisinmind216311 ай бұрын
I Would like to ask if we grasps knowledge from all 66 videos is this enough to be an soil engineer?
@akhilaunnikrishnan17215 жыл бұрын
by core cutter and sand replacement method we get bulk density of soil not the dry density
@Himanshuyadav-iz3mb5 жыл бұрын
Exactly, but when we divide bulk unit weight by (1+w) then its became dry density..here w is water content.
@zayeemshafiq18874 жыл бұрын
In case of e max dry density is minimum and same is for e min..kindly fix this
@AmitKumar-ze5qx3 жыл бұрын
Sir please make videos on compaction
@bappigorai3 жыл бұрын
Relative density is same as Specific Gravity if I am not wrong.
@kashyappatel55992 жыл бұрын
why relative density is not a measured for clayey soil?
@ketanaadil4 жыл бұрын
Sir with due respect, there is mistake in calculation of (e)max ,(e)min.... For (e) to maximum ~ ( Yd) should be minimum ie. (e) max~ (Yd) min & (e)min ~(Yd)max