How to Classify Coarse Grained Soil from Laboratory Tests | Geotech with Naqeeb

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Geotech with Naqeeb

Geotech with Naqeeb

Күн бұрын

Пікірлер: 11
@johnmolefe3380
@johnmolefe3380 3 жыл бұрын
Great work.. very insightful. I love geotech
@nadianaz78
@nadianaz78 11 ай бұрын
Thank you sir you clear out my all confusion ❤
@atakhan5477
@atakhan5477 5 ай бұрын
What is the main difference between Aashto soil and uscs soil classification?
@omarmohamedabdirahman7330
@omarmohamedabdirahman7330 10 ай бұрын
Great job
@johnmolefe3380
@johnmolefe3380 3 жыл бұрын
Keep up the great work
@rupyadav2289
@rupyadav2289 3 жыл бұрын
very useful
@cssaspirant60
@cssaspirant60 4 жыл бұрын
sir can we get this chart ?
@GeotechwithNaqeeb
@GeotechwithNaqeeb 4 жыл бұрын
i will add the handouts in description tonight
@ghazanfarali6415
@ghazanfarali6415 2 жыл бұрын
Assalam-o-alaykum sir, i find one mistake in this video that Cc value is 0.95 and you are saying that Cc value [Cu ≥6 and 1≤ Cc ≤ 3 ] is not between " 1≤ Cc ≤ 3 " but i think sir " 1≤ Cc ≤ 3 " mean that the value Cc should be between 0 to 3 because ≤ mean is less than or equal to sign. correct me sir, if i am wrong . Thanks
@GeotechwithNaqeeb
@GeotechwithNaqeeb 2 жыл бұрын
wasalam no actually it means Cc should be between 1 and 3. Please read the inequalities carefully again.
@ghazanfarali6415
@ghazanfarali6415 2 жыл бұрын
@@GeotechwithNaqeeb Sir , i checked "≤" is mean " less than or equal to" so Cc=0.95 and according to [1≤ Cc ≤ 3 ] mean Cc value is less than or equal to 1 and less than or equal to 3.
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