Very nice presentation sir, if possible, kindly do a session for both retained stability and refusal density of asphalt mixture, it will help to understand the requirements of these two parameters.
Thank you so much sir, to provide such importance topic discussion very easily to understand for everyone, also for other importance technical discussion through video; you shared to us. Once again thank you so much@@SatishIITR
watch this video ua-cam.com/video/mBS93JzCTNo/v-deo.html you can check it by estimating it with known values of proportions of different size of aggregates and their specific gravities. This mathematical method will give you very close to Rice method (but not exactly correct value).
Accurate lecture. Thank you for this.
Glad to see you liked it. Thanks
Nice explanation
.keep uploading such type of vedieo
Thank you, See the latest one also, That one is on VMA
Thank you for the wonderful explanation sir. Regards
Thanks and welcome. Keep watching
No More words sir ...........
Thanks.
Nice Explanation. Sir
Thanks. Keep watching
Wonder full sir
Thanks. Keep watching
Nice explanation sir.
Thanks a lot
may God bless you sir
Thank you so much.
Thank you so much sir
Most welcome.
Nice explanation sir.
Sir any affect on voids due to change of surface area by changing the proportion of coarse aggregate and fine aggregate?
Yes, I have explained this point also through one example. You probably missed it.
Great sir.
Thanks. Next will be on VMA. Keep watching
Very nice presentation sir, if possible, kindly do a session for both retained stability and refusal density of asphalt mixture, it will help to understand the requirements of these two parameters.
Ok, noted. Thanks
Thank you so much sir, to provide such importance topic discussion very easily to understand for everyone, also for other importance technical discussion through video; you shared to us. Once again thank you so much@@SatishIITR
How can we check our Gmm of mixture is correct or not???
watch this video ua-cam.com/video/mBS93JzCTNo/v-deo.html
you can check it by estimating it with known values of proportions of different size of aggregates and their specific gravities. This mathematical method will give you very close to Rice method (but not exactly correct value).
@@SatishIITR thanks sir