I think there is a correction in the second part to calculate the weight of sand occupying the hole W1= Weight of Sand pouring Cylinder with sand upto top. W4= Weight of Sand pouring Cylinder after filling the field hole. Now (W1 - W4 ) gives the weight of sand filled in hole along with the weight of conical sand portion at top. Hence to find out the weight of sand occupied on hole only , deduct the conical sand portion W3 Therefore weight of sand on hole is W1 - W4 - W3 ( But, eventhough he has substituted correct values , it is wrongly given here as W1-W4-W2) Anyway I appreciate the author for his work....super
Help full videos actually This is a Engineering technical service which you guys are doing such excellent job for other which are not access to the Lab. again thx for sharing
there are 2 typos in this great video. As Aksay Kumar mentioned, Wsand=w1-w4-w3 (not w1-w4-w2); Also at around 11:30, equation 6, divided by volume Vh (not divided by Wb)
sir when u placed sand pouring cylinder on excavated hole i think u hv to remove pit ist becoz the pit will increase the hole lenth by 1 to 2 cm by which sand poured is more that can affect the results
respected sir ,in the 2 nd part of experiment ,i.e in the calculation of bulk density of soil , in place of W 2 ( i.e weight of sand in sand pouring cylinder after pouring ) , W 3 ( i.e weight of sand in cone of sand pouring cylinder ) should be used.
W1= Weight of Sand pouring Cylinder with sand upto top. W4= Weight of Sand pouring Cylinder after filling the field hole. Now (W1 - W4 ) gives the weight of sand filled in hole along with the weight of conical sand portion at top. Hence to find out the weight of sand occupied on hole only , deduct the conical sand portion W3 Therefore weight of sand on hole is W1 - W4 - W3
i couldn't understand why the technician was hitting the side of the cone? its wrong. when you calibrating the sand you should avoid the disturbance to the cone. its need to be fill in as loose density. if you hitting the cone, that means you giving some static compression to the sand and it will be increasing the BULK DENSITY of the sand.
wooow so helpful i really enjoyed the prac so given only a specific gravity of the soil particles, for instance 2.68, how would you proceed to calculate the degree of saturation of the soil
There should be correction at 1:27 min ...in text books and in other platforms it is mentioned that sand should be passes from 600 microns and retained at 300 micron ...…
please check your method in this test dont taken ur material with hands and also dont disturb ur base plate please check ur test in astm method and proceed again
I heard few musical tunes while you were explaining in this video.... that's nice🙏
I think there is a correction in the second part to calculate the weight of sand occupying the hole
W1= Weight of Sand pouring Cylinder with sand upto top.
W4= Weight of Sand pouring Cylinder after filling the field hole.
Now (W1 - W4 )
gives the weight of sand filled in hole along with the weight of conical sand portion at top.
Hence to find out the weight of sand occupied on hole only , deduct the conical sand portion W3
Therefore weight of sand on hole is
W1 - W4 - W3 ( But, eventhough he has substituted correct values , it is wrongly given here as W1-W4-W2)
Anyway I appreciate the author for his work....super
Plz check the instruction in IS Code 2720 part 28
u r correct sir
u r correct sir
Really satisfied after seeing this comment I too had the same doubt🙏❤️
thanks
respected sir,thank you very much....
this video has helped me alot in easily understanding the soil test....
good work please keep it up.
Sir I want it in practical writing paper
Best channel for test explanation
Dear sir ,thank you very much
this vedio is very helpful to understand FDD
Sir teaching was superb sir... Tq u so much sir... Calculation part really helps lot...
Yes
Help full videos actually This is a Engineering technical service which you guys are doing such excellent job for other which are not access to the Lab. again thx for sharing
I just got a job because of this video
Thanks you sir❤
there are 2 typos in this great video. As Aksay Kumar mentioned, Wsand=w1-w4-w3 (not w1-w4-w2); Also at around 11:30, equation 6, divided by volume Vh (not divided by Wb)
11:30 is not wrong because they multiple it with density of sand
Yes correct
Very informative and very useful for students and academicians. The way they are conducting experiment is really good and formative
thank u very much sir.....i was not attend this experiment in lab.....but exam tym i got ur vidio n did it very well....#grt👍👍👍
it's is very useful at the field. thank you!
Good explanation👌👌👌
Your vedios are very helpful to understand the tests.all vedios are nicely explained👍👍
nice vedio
Vedio🤓
Excellent video 🙌👌
Thanks 4 the video.This is so helpful for us
Thank you sir.... You helped me with my internal lab exam.....
Excellent work
11:14
correction
weight of sand in excavated hole= W1-W4-W3
Nice n very informative Demo. Thank you
This video is very helpful for me .
Super video....Bro ningalude videos playlist seperate ayi save cheyyu...Viewers easy ayi playlist ninn kanan pattum
Really nice explanation 👌👌👌👌👌👌👌👌
tq sir 👍best vedio for understanding this experiment
Thank you so much sir for uploading this video
Wow thanks to you sir it was nice🥰
Thank you sir.super explanation
sir when u placed sand pouring cylinder on excavated hole i think u hv to remove pit ist becoz the pit will increase the hole lenth by 1 to 2 cm by which sand poured is more that can affect the results
Hai sir
your all video very very helpful to me
thank u sir
thank u so much sir
Sir,
It is nice
Sir, please check, perhaps the
Weight of sand in hole =(W1 _ W4 _ W3 )
=1444gm.
Thanks.
thank you sir jii...really this experiment had helped me a lot for my studies
Very helpful this vedio
An excellent récord thanks a lot sir
Really good...👍👍👍👍
Even he will sleep after listening to his 😂😂😂
😂😂😂😂
Literally 😂😂
😂😂
Very useful to us.. thanks a lot sir.. keep uploading more..
Very well explained sir
respected sir ,in the 2 nd part of experiment ,i.e in the calculation of bulk density of soil , in place of W 2 ( i.e weight of sand in sand pouring cylinder after pouring ) , W 3 ( i.e weight of sand in cone of sand pouring cylinder ) should be used.
Very helpful 👍👍
Nyc sir
Nyc vidio love you sir g
Thank you Mr. Roboto
Wel explained sir... Thanks
weight of sand in hole should be (w1-w4-w3)
what is w3
You r exactly right
W1= Weight of Sand pouring Cylinder with sand upto top.
W4= Weight of Sand pouring Cylinder after filling the field hole.
Now (W1 - W4 )
gives the weight of sand filled in hole along with the weight of conical sand portion at top.
Hence to find out the weight of sand occupied on hole only , deduct the conical sand portion W3
Therefore weight of sand on hole is
W1 - W4 - W3
Same thought
standrad sand weight of cone
Why so serious sir 😂
The video was informative thank you
Very slow explanation but very much knowledge we get 😋☜☆☞
thanx a lot sir ,this is really a great contribution .
Great sir..thankx
good work keep up
Very well explained 🤗🤗🤗
i couldn't understand why the technician was hitting the side of the cone? its wrong. when you calibrating the sand you should avoid the disturbance to the cone. its need to be fill in as loose density. if you hitting the cone, that means you giving some static compression to the sand and it will be increasing the BULK DENSITY of the sand.
Such usefull videos
Spb🙌
wooow so helpful i really enjoyed the prac
so given only a specific gravity of the soil particles, for instance 2.68, how would you proceed to calculate the degree of saturation of the soil
Thank you sir your good job
Very educative.
Very helpful for partical soil
Good 👍
nice sir................ thank you
There should be correction at 1:27 min ...in text books and in other platforms it is mentioned that sand should be passes from 600 microns and retained at 300 micron ...…
Check is 2720 p-28
Tq sm sir for tis viedio 👌😚
Very good 1000000 time thank u
thankyuuu so much helpful video
Heartful thank to u sir
So helpfully
very use full sir
superb....helpful...
very clearly understood. thankyou sir
It's very nice but upload all the experiments for civil labs
thanks it's very helpful but please explain last part
Faisal Alenzi
Thanks for the video
Sir very helpfull viedo...
Thanks a lot
But I am not able to understand one thing that from where you are taking the value of water content.
Before pouring the sand in the hole ,the tray below the cylinder should be removed.
Thank you so much Sir❤️❤️
Thank you sir and thank you paji
Enjoy it 1.25x
nice vedio
Helpful
Tnq sir it was so helpful ,, but there is a mistake in calculating the weight of Wb (i.e. weight of sand in hole)
By taking W3 instead of W2
good video
Sir ap live class v karwate h
Nice sir
excellent
Agar sir ap live class karwate h to hmko v karna hai live class
for Wb = W1 - W4 -W2 is this sure? or Wb = W1 - W4 - W3 ?
Sir please...
1bar volumetric test keise kiya jata hai dikha dijie
Good
Good sir
Sir thank you very much this video help me a lot I can understand this test easily because of you sir
🙏
Thank u sooo much...
awsme sir
Can we use m sand for tis test?
Ready to go in hibernation
at @11:03 should it be W3 or W2 sir
please check your method
in this test dont taken ur material with hands and also dont disturb ur base plate
please check ur test in astm method and proceed again
doordarshan k news anchor😊
thanks for explaining sir :)
Density of soil Kitna Liya sir apny and water content kaise nikala apny
which stranded method is this?