Triaxial Test of Soil | Complete Demonstration of Test | Geotech with Naqeeb
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- Опубліковано 14 чер 2024
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#TriaxialTest #GeotechwithNaqeeb - Наука та технологія
Best video for Triaxial test on UA-cam..❤❤❤❤
Thank you so much!! Excellent video! Looking forward to learn more from you
thanks for the good video guidance,
very informative. keep the good work
Best of best keep it up!!!!!!!
your video was beneficial for me. thank you so much. but I have a question... pls can you explain how the under-compaction (moist tamping) soil reconstitution method is carried out? I am currently undergoing a project on it and need some assistance with this
thank you very much sir and jazak Allahu khayran
You are amazing dear........God bless you
Hello, what test can you recommend for paper aggregates? Thank you
It was a nice lecture
you're a life saver fr
Hello Sir, Please can you explain in detail how under-compaction (moist tamping) is carried out? a method to reconstitute soil into the mould.
very nice explanation.
Excellent presentation to understand the process.
thank you sir for your effort. please keep doing it
Very understandable sir 👍
Thank you so much sir, I'm expecting next video on how to calculate modulus of elasticity from the triaxial test sir.
sure sir
Salam un alykum.
Respected sir,
I hope you are doing well.
Please suggest or provide any material related to the phenomenon of zero cohesion of clay in normally consolidated drained conditions.
Jazak Allah Khair
Very informative lecture. Sir , in compaction test we use dry density and not wet density, why?
Good job....
24:00 sir if the water dissipates in CU...then how it is called undrained?
Thank you Sir
aoa Sir, I hope you will be fine. I am doing FYP on triaxial Testing with variation of fine Content. I have to simulate these results on Plaxis 2D software as well. Kindly help me to how i can simulate consolidated undrained triaxial test with using MOhr Coulombs and how can I get results from this simulations.Kindly help me in this regards so i can complete my thesis .
thank you very mutch
Do we need to saturate the sample in UU test?
depends.. usually saturation is carried out for worst case scenerio. But UU can be performed in partially saturated soils in that case friction angle will not be zero.
Thanks u sir ❤
I am looking forward for the shear rate explanation video
18:41 how it is 40%. Can somebody explain