Sieve analysis test of 10mm Aggregate / Gradation of coarse aggregate
ฝัง
- เผยแพร่เมื่อ 16 ก.ย. 2024
- #civilengineering
#materialquality
#sieveanalysis
Step by step process of sieve analysis test of 10mm coarse aggregate and calculation for its permissible limit.
Instructor : Mr. Ashutosh Dwivedi
Quality In-charge
Very good explanation
👍
well done bro...👌 Aise hi construction me hone wale sare test ke video banao....
Thanks ,
Sure, i will..
🔥🔥🔥aag laga dali😂😂
thanks
Very nicee
Sir Nice informative video about sieve analysis of 10mm coarse aggregate procedure and calculation.👍 But I have one question when passing % increase then the prescribed limit as per is code 383 than this aggregate usable in construction ? Any know about this Please tell me.🙏
Gradation back calculation solve
Nice
Thanks
% weight of retained -pan = 0.9
nice
Thanks
Maximum partical size 20mm ya 12.5 mm
Agr 12.5 pr kuch material ruk jaaye tb kyaa hogaa, is sample ko fail kb declare krte hn.....????
How decided to use this sieves
Kitna min dry karna hae
1 to 3 hour..
Sir if the gradation of aggregate is not well graded then what we do
then we should change the contractor, because we can not modify or separate out the particle.
Cumulative percentage of passing in 2.36 is 0.91 pls check once again
Yes sir, it may be .
But I didn't focus on numbers, my aim was to explain the procedure and calculation.
Sir cumulative % passing of 2.36 will be 0.91......
Yes sir, it may be .
But I didn't focus on numbers, my aim was to explain the procedure and calculation.
Ye kese aate he 99.99btao sab fir 2.58 kese aate he batao sa
Nice
Thanks