thanks for the good video guidance, very informative. keep the good work
@abuqassim6339 Жыл бұрын
you're a life saver fr
@ARKhan-jm3jd2 жыл бұрын
You are amazing dear........God bless you
@abrehamgirma19902 жыл бұрын
Best of best keep it up!!!!!!!
@msckelvin19482 жыл бұрын
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
@oscarlunapizarroguerra805211 ай бұрын
Thank you so much!! Excellent video! Looking forward to learn more from you
@NoorAli-js2yy9 ай бұрын
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
@asadraza3301 Жыл бұрын
24:00 sir if the water dissipates in CU...then how it is called undrained?
@muhammadhusnain89163 ай бұрын
It was a nice lecture
@traveltoeurope007 Жыл бұрын
thank you sir for your effort. please keep doing it
@AshokKumar-ys6pc2 жыл бұрын
very nice explanation.
@aalex5842 Жыл бұрын
Very informative lecture. Sir , in compaction test we use dry density and not wet density, why?
@alokranjanpandey28682 жыл бұрын
Excellent presentation to understand the process.
@amoreokko46022 жыл бұрын
thank you very much sir and jazak Allahu khayran
@kheiraazi588710 ай бұрын
thank you very mutch
@rajendramahajan97622 жыл бұрын
Thank you Sir
@srinivaspalateti4346 Жыл бұрын
Very understandable sir 👍
@희승-k5j Жыл бұрын
Hello, what test can you recommend for paper aggregates? Thank you
@emesikelvin3492 жыл бұрын
Hello Sir, Please can you explain in detail how under-compaction (moist tamping) is carried out? a method to reconstitute soil into the mould.
@moseskajahs94172 жыл бұрын
Thank you so much sir, I'm expecting next video on how to calculate modulus of elasticity from the triaxial test sir.
@GeotechwithNaqeeb2 жыл бұрын
sure sir
@zahidulhossain6625 Жыл бұрын
Good job....
@abdussamadkhan57056 ай бұрын
Thanks u sir ❤
@usamahussain5572 жыл бұрын
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 .
@fred1111582 жыл бұрын
Do we need to saturate the sample in UU test?
@GeotechwithNaqeeb2 жыл бұрын
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.
@oscarlunapizarroguerra805211 ай бұрын
I am looking forward for the shear rate explanation video