Triaxial Test of Soil | Complete Demonstration of Test | Geotech with Naqeeb

[@SatishRDSharma-if7ge]

Best video for Triaxial test on TH-cam..❤❤❤❤

[@YellowRadios]

thanks for the good video guidance,
very informative. keep the good work

[@abrehamgirma1990]

Best of best keep it up!!!!!!!

[@abuqassim6339]

you're a life saver fr

[@oscarlunapizarroguerra8052]

Thank you so much!! Excellent video! Looking forward to learn more from you

[@asadraza3301]

24:00 sir if the water dissipates in CU...then how it is called undrained?

[@ARKhan-jm3jd]

You are amazing dear........God bless you

[@GurdeepRauni]

Hey!!! Thanks for the video. Just a quick question!! When you say Load in the table, what does that mean? You didn't mentioned anywhere in the video regarding this load. As far I remember you introduced air pressure i.e. Sigma 3, and Deviator stress applied in mm per minute. You response will be highly appreciated. Thanks again!!!

[@hanumanthprabhu7254]

Beatifully explained 👍👍🙏🙏

[@jaikishan3934]

18:41 how it is 40%. Can somebody explain

[@selvakumarp2830]

Hi B valves=
change in pore pressure/ change In cell pressure
So( 20-0/50-0)*100=40

[@NoorAli-js2yy]

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

[@msckelvin1948]

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

[@fred111158]

Do we need to saturate the sample in UU test?

[@GeotechwithNaqeeb]

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.

[@alokranjanpandey2868]

Excellent presentation to understand the process.

[@selvakumarp2830]

Hi bro
Really you vedios so nice.

[@muhammadhusnain8916]

It was a nice lecture

[@selvakumarp2830]

Hi bro uu no need saturation

[@traveltoeurope007]

thank you sir for your effort. please keep doing it

[@moseskajahs9417]

Thank you so much sir, I'm expecting next video on how to calculate modulus of elasticity from the triaxial test sir.

[@GeotechwithNaqeeb]

sure sir

[@희승-k5j]

Hello, what test can you recommend for paper aggregates? Thank you

[@AshokKumar-ys6pc]

very nice explanation.

[@srinivaspalateti4346]

Very understandable sir 👍

[@emesikelvin349]

Hello Sir, Please can you explain in detail how under-compaction (moist tamping) is carried out? a method to reconstitute soil into the mould.

[@aalex5842]

Very informative lecture. Sir , in compaction test we use dry density and not wet density, why?

[@amorejblh]

thank you very much sir and jazak Allahu khayran

[@annasabbasi520]

sir, how the saturation is 40%?

[@annasabbasi520]

that should be 25%

[@rajendramahajan9762]

Thank you Sir

[@kheiraazi5887]

thank you very mutch

[@usamahussain557]

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 .

[@oscarlunapizarroguerra8052]

I am looking forward for the shear rate explanation video

[@selvakumarp2830]

Shear rate for uu 0.3 to 2%of sample length for min
But cu and cd based on consolidation drainage condition .but min time to test 2 hours

[@zahidulhossain6625]

Good job....

[@abdussamadkhan5705]

Thanks u sir ❤

[@eyobsewbesew1576]

You can teach and you know deeply sir