Can you please make a video of performing this experiment followed by calculation, this will clear various vague concepts of ours. For Example, as in report, you said, if percent passing sieve 200 is less than 10%, it should be reported to nearest 10%. As incase of coarse aggregate, we don't use sieve 200, so does this apply to sieve analysis in case of coarse aggregates. Similarly, which sieve we need to place at the top - like on what basis we will decide that? either we have to pass our sample through certain sieve in order to know about the maximum size of our grain so that we could use the sieve on the top accordingly or what? so there are various ambiguities concept wise and it will be better if you make a video describing its procedure followed by calculation practically to clear those concepts. Thanks.
Very good video sir .
I will have Nicet exam soon, your tutorial video is very informative 👍
شكرا يا دكتر
Assalam-u-alaikum sir I need ASTM standards Codes please tell me sir how we can download it in pdf form please.
Ur English pronounce is just beyond the expert super sir....
Dear Dr. thanks for the video…can you provide me with that book please ?
Can you please make a video of performing this experiment followed by calculation, this will clear various vague concepts of ours. For Example, as in report, you said, if percent passing sieve 200 is less than 10%, it should be reported to nearest 10%.
As incase of coarse aggregate, we don't use sieve 200, so does this apply to sieve analysis in case of coarse aggregates.
Similarly, which sieve we need to place at the top - like on what basis we will decide that? either we have to pass our sample through certain sieve in order to know about the maximum size of our grain so that we could use the sieve on the top accordingly or what? so there are various ambiguities concept wise and it will be better if you make a video describing its procedure followed by calculation practically to clear those concepts.
Thanks.
Love 💕 from Pakistan.