Calculation Oversize Correction | Proctor Test | All About Civil Engineer

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All About Civil Engineer

All About Civil Engineer

Күн бұрын

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How to calculate Maximum Dry Density and Optimum Moisture |Proctor Test
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Пікірлер: 22
@AllAboutCivilEngineer
@AllAboutCivilEngineer 4 жыл бұрын
Share the video and subscribe to our channel if you like the video Thanks
@zahidjaved0
@zahidjaved0 2 ай бұрын
Great
@noorakmarnoordin2308
@noorakmarnoordin2308 4 жыл бұрын
You should make it in English for a broader audience since it is an excellent video
@rameezalibhatti1806
@rameezalibhatti1806 4 жыл бұрын
Nice
@asadansari8712
@asadansari8712 4 жыл бұрын
Nyc
@polakarem1639
@polakarem1639 4 жыл бұрын
Good job thank you for everything
@AllAboutCivilEngineer
@AllAboutCivilEngineer 4 жыл бұрын
Our pleasure!
@bilalhaider9774
@bilalhaider9774 Жыл бұрын
اس کے علاوہ یہ بتائیں کیا اور سائز کی صورت میں ایف ڈی ٹی کرتے جو مواسچر کنٹینٹ آئے گا اس کی کریکشن بھی کی جائے گی؟
@gouseya
@gouseya Жыл бұрын
If we are using Method A, does the oversize fraction include particles retained on Sieve 9.5mm and 19.0mm also, or only that retained on 4.75mm sieve?
@bilalhaider9774
@bilalhaider9774 Жыл бұрын
آپ نے جو 2.005 ڈینسٹی نکالی ہے، کیا یہ 3/4 کے 82 فی صد پر نکالی تھی یا 3/4 کی 100 فی صد پاسنگ میٹریل پر الگ سے نکالی تھی؟
@AllAboutCivilEngineer
@AllAboutCivilEngineer Жыл бұрын
82%
@bilalhaider9774
@bilalhaider9774 Жыл бұрын
how we can plot graph of corrected dry density and corrected optimum moisture in case of over size correction?
@AllAboutCivilEngineer
@AllAboutCivilEngineer Жыл бұрын
kzbin.info/www/bejne/jaTbl6qMrLmVjqssi=9Gs5STcZm5Z0u9Zl
@user-gl5ri5xz8e
@user-gl5ri5xz8e Жыл бұрын
the weight of retained material(1641) has to increased, when dipped in water. but its weight decrease(2700) why?
@ghazanfarali6415
@ghazanfarali6415 3 жыл бұрын
minimum how much retaining we need to apply oversize correction ?
@AllAboutCivilEngineer
@AllAboutCivilEngineer 3 жыл бұрын
More than 5 %
@ghazanfarali6415
@ghazanfarali6415 3 жыл бұрын
I have one question if retaining on 19 mm more than 30%. Which standard we have to use? Because Astm D1557 is applicable only up to 30 %
@AllAboutCivilEngineer
@AllAboutCivilEngineer 3 жыл бұрын
More than 30% isn't allowed specification of sieve analysis as well
@frastbuilders8040
@frastbuilders8040 3 жыл бұрын
AoA, are this as per ASTM 1557-12e1?
@AllAboutCivilEngineer
@AllAboutCivilEngineer 3 жыл бұрын
Yes method "c"
@frastbuilders8040
@frastbuilders8040 3 жыл бұрын
@@AllAboutCivilEngineer Are you in Saudia?
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