Unit Weight Determination - Sand Replacement Method
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- Опубликовано: 6 сен 2024
- Chapter 18 - Unit Weight Determination - Sand Replacement Method
Determination of in-situ unit weight of soil using Sand Replacement Method
Sand Replacement Method is used where core cutter method can not be applied.
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Never understood it as clearly as i understood today.
Thanks sir🙏
Jindngi me pahali bar aisa clear video dekha sand replacement method ka great sir
Bravo! A great video indeed! Much appreciation for this video and you are encouraged to make more videos of this kind.
Awesome
I was study uni lab manual for many hours and i did'nt understand. But here it took few minutes.
Thanks a lot for this type of videos ❤️
Awesome animation. Explained full process clearly in short time . Regards.
Amazingly understable.
Thank you very much ! Clearly explained the procedure.
Awesome video 👌🏼👌🏼👌🏼
Why we don't measure weight of sand in calibrating cylinder directly?
If we do so , it will become difficult to calculate the weight of sand filled in the ground surface hole.
So we will fail to calculate the volume of that hole i.e. volume of excavated soil.
& if we don't have volume of soil
We cannot calculate it's unit weight.
@@sonukumarsaw6320 yes, thank you
Really excellent work to explain Sand replacement method... Anybody can understand from this animation video... Thank you Sir
Sir, thank you very much! Extraordinarily very important video!!!
Thankyou so much for this video, the visualization is best, I understood this topic today after 4 years of engineering, all bcoz of u 🙏
This is really amazing so easy to understand great content
The most grateful vedio for us sir where we got every knowledge of the test without doing it on actual ground because we didn't have the instrument too be use 🙏🙏
2
That was really helpful thanks!
Very good explanation sir....
Very nice sir
Nice video Sir
Can you tell me which software you use for this animation
Please
Thanks
I also want the software's name , please tell me if you know ... Thanks
Thank you
The simplest way of this method thanks sir
awesome animation and very well explanation 👏👏👏
Super impressed !! Nice video ,
so easy way thanks so much
Animation and explaination is so good sir
Thank you so much !!!
Great animation video very understandable..Thank you!!
Great work
awesome animation and very well explanation
Very thankful sir.you made it very simple..🤝🤝🤝🤝🤝🇮🇳🇮🇳🇮🇳🇮🇳🇮🇳🇮🇳🇮🇳😍😍🥰🥰🥰🥰🥰
The way of teaching was awesome sir 👍
Great sir, it was crystal clear and simple to understand
Very nice.
Very useful
Thank you for this sir
Very helpful material .Thanks you very much
Explanation with animation 😍😍😍🤗👍👍👍👍👍👍 Thankyou dir
Brilliant explanation
wow..amaizing
Excellent explanation & good animation... Thanks
Good video sir...👍
BRILLIANT ... THANK YOU.
thanks for the video sir
Well done.Clearly understood
Excellent
Thank you sir.
Excellent explanation
nice vedio keep posting ✨
Thanx a lot sir,,,keep doing such animation video,,
Awesome explanation
Very nicely explained, thanks and keep making more videos.👍👍
Thanks 🙏
Helpful video. sir
thank u.
Well explained..thanks
Hats off to your work sir
🙏 thank you sooo much sir. Also please do on remaining civil engineering subjects..
Great job ...... nicely understood
Great super explanation keep going
Sir please tell if there are any laboratory methods for the determination of unit weight of soil
Very useful video sir🙏
Very nice video sir .. keep updating such video
Can you please upload (liquid limit test by cone penetration) method
Thanks sir❤❤
you are a god
so r u.
Mashallah. I appreciate it
Why not uploading... Uploaded more bro.... We need you ❤️
easy to understand, very helpful........thanku....😄😄😄👌👌👌✌✌✌✌
Nice explanation sir👌💖
Excellent video ...!!
Thank you God..💐💐
Amazing job
Superb keep doing videos like this 🎉🎉🎉
Shandar 👍👍👍👍
Behtreen
Really osm video
Excellent video ❤️
Very very thank you for providing animation lab test
In this video
For the sand we calculated W1, W2 & W3
For the field sand we calculated WN1&WN2 only and we didn't calculate WN3 for this
The formula for W(pouring) =WN1-WN2-W3
Do we need to consider the first calculated W3 for W(pouring)
and if so what was the reason for that and why can't we calculate WN3 and why can't we use in W(Pouring) formula..
Thanks for making this video
Make video on shear strength of soil also
Thnk u sir....🙏🙏🙏
Nice
Good work...keep on going...All the best 👍
Superb video sir👌👌👍👍
super
good explanation
Study this. It's fabulous 😎
Jo container mein sand liya wo to aise bhi weight karke nikal jayega agar cone sand ko remove karke top surface level kar diya jaye
Sir, why we take 10 mm gap from top while filling the cylinder with sand?
Level.❤
Calibrated cylinder ki sand ka direct weight ni kr skte the?
superb 👌
Very useful
Tnku Sir
Very good..
Keep rocking
Helpful
GreAt thank you
Nice sir keep going
Wow
Sir I want structures also...plzzz sir make me that type videos also...
Please cover other civil engineering lab
4:06 its W poured soil or poured sand, please correct.