Відео

why 425 micron sieve not used

Since sieve of 2.36 is misplaced below 1.18 the entire test result would change

Please speak your own language. No point in speaking a foreign language that you yourself are not comfortable speaking

HI sir this instrument company share sir

Great lacture

2.36 mm should be above 1.18 mm

I currently am working in Crusher department

The BS1377 wet sieving method is more straightforward, thank you

Why was 1.18 mm seive placed over 2.36 mm it was obvious it won't have any retention The correct order would be 4.75-2.36 then 1.18

Can u goninside tgese quarries without permission?

sir can you share the excel sheet?

hlo sir can u provide this excel sheet.

Vs?

Hello sir, Can you please send me the Excel sheet?

👌👌👌👌👌

thank you sir

Great video for all students.more illustrated

Very good information Sir , it's really meant for me ❤️

I cant understand excatly. why 425 micron sieve??

Show the number please

Wet sieve analysis 11:58

Good explanation sir..actually I had a seminar on this topic after watching ur vedio now am comfortable with my seminar topic.tq sir.

Very informative, crisp and to the point!♥️

Very comprrhensive Thanks for sharing

Nicely explained! Good Work.

Nicely explained! Good work.

Very good Information bro... Please keep it up making such videos on Road and Bridge, box culvert, minor bridge,

Good information provided, but if possible in next video you may cover the following details; Geo textile material exposure condition, block I-Section requirements, Retained fill/Reinforced fill difference, at junction/Structure corner requirements, levelling pad step pattern, slope of block facia details & geo synthetic first layer.

Thank you sir.

Very good explanation.

Sir I have to do this test on msw... So I have to do at different water content so how can i decide the different water content?

Where are videos for Cv determination?

Can you show the cost analysis house by this method.

Thank you 👍

Watching from Arcola, Texas, USA. Thank you.

How the load increment measure (for 0.2kg/cm2 load, Is it we need to increase only 0.1kg/cm2 load because it has already 0.1 kg/cm2 load in it.)

Nice.

❤️❤️👍👍👍

next video?

Sir please explain soil is codes 2720 all tests very good explanation

Thank you sir.. very well explained.. plz tell where we can find next session

Nice explanation

Sir which standard code is being followed in India for such MSE WALLS? BS codes or some other standard codes?

Kon sa IS code follow hua h?

nice

Great explanation. Life Saver!

Nice explanation 👌

nice tutorials pls can i have the excel sheet forwared to adaakolly77@gmail.com

well explained sir.. well u share excel sheet on daudnigar123@gmail.com i will be very thankful....

nice presentation