After compaction of third layer, the maximum allowable hight of compacted soil toward collar is 6 mm. This matter has mentioned is the D-698 but in this video it was more than at least 10 mm and this is wrong. Please share your ideas with me here if i wrong
No! Neither ASTM D698 or D1557 even mention such an action; Kalinski is wrong here. This test is to provide a very specific amount of energy to the soil, not replicate field methods. Scarifying the surface between lifts upsets the energy that has already been imparted to that volume of soil.
Make sure you release the proctor hammer at the very top! The person in this video is actually letting go half way down. You want the full force of the hammer in this test. Otherwise you won't achieve your true density.
Nice one! keep more videos on other test such as specific gravity, shear strengh, etc .They arev helpfull
We are reading this in online class because of you ☺️☺️
Thanku very much for making our online class entertaining💕💕
Thanx for easier explanations with practical.🙏
At 6:25 What are the values you took in the formula for moist unit weight?
Thank you so much .smoothly understanding video fo standard proctor test
Thank you for the video🙏....it would be more pleasant to watch it without music
What is the steps to get moist unit weight on this chart? how did you get 15.97?
Do you have the ASTM that's directs how to collect the soul sample?
Nice background music, voice and the instruments were also cleaned
Thanks! Helped a lot!
The video content is so excellent, congratulations
Wow i cleared all of my doubts....
really good, thank you for that video
After compaction of third layer, the maximum allowable hight of compacted soil toward collar is 6 mm. This matter has mentioned is the D-698 but in this video it was more than at least 10 mm and this is wrong.
Please share your ideas with me here if i wrong
I have learned a lot thanks 👍👍
Great educational video.
amazing video very helpful
thank you very informative. it could be better if volume of the music was low to make your voice clear
clearly explained. ty
superb and simple..
Watching it before lab exams
Which standard?
As a geotechnician in Australia, you've made this test look MUCH harder than what it has to be. That compaction hammer is over engineered,
Why no be grateful for her effort? What have you don on UA-cam to raise the prospects for the education for Geotehnical Engineers?
Before placing each new layer, the surface of the previous layers is scratched in order to ensure a uniform distribution of the compaction effects. :)
No! Neither ASTM D698 or D1557 even mention such an action; Kalinski is wrong here. This test is to provide a very specific amount of energy to the soil, not replicate field methods. Scarifying the surface between lifts upsets the energy that has already been imparted to that volume of soil.
Scott Merry ...exactly, I have done thousands of proctor tests
thank you so much
Je cherche une formation de qualification dans le domaine svp
Good video!!!
The portrait is of Redfield Proctor.. but the man who devised this test was Ralph Proctor. And the portrait wasn't his.
Nice voice 😍
Make sure you release the proctor hammer at the very top! The person in this video is actually letting go half way down. You want the full force of the hammer in this test. Otherwise you won't achieve your true density.
I noticed that they weighted the samples first without the lid, and after drying with the lid.
filipino? if so what school, just curious. thanks a lot for the video
De La Salle University
nice technician
Why you add backround music
1000th subscriber
Our class teacher is presenting this video
good
best
yall know they make machines for this right?
so fast....
This test is carried on murum ??
KAULE ROHIT no
Thank for explaination
good
Not clear explanation
Hiii
😂😂😂😂
Music was disturbing to learn
No
theres no need for music in experiments.
Concentrate on experiment
good
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