Unconfined Compression Test

[@tejassl5101]

Devru guru neenu , I mean thank you from bottom of my heart . live long . singh sab thank you very much . your actions are cute .

[@Umar_16]

Avrige Kannada baralla

[@GowthamC-zy3lk]

ಕನ್ನಡ ❤

[@omkar5059]

thanks for uploading this video! This is very useful for students those who are not understanding in college....

[@NaveenHenakankanamage]

There is further refinement that can be made at 4:17. It is the mass/weight of solids (m_s) that are calculated at this timestamp. Usually when you say weight of sample, it is the mass of wet soil (m_a). That is why. Anyway, it was a highly informative video. Thank you so much.

[@VoguishByresh]

The videos are really helpful (from Kerala)

[@azoggaming1762]

Only civil engineering students 🤔 here??

[@ShivamChandel20]

Mechanical also

[@lefty4006]

Agir bro😭

[@azoggaming1762]

You guy's definitely deserve a like 👍 , thank you 🙂

[@gattusaitejaswireddy]

Sir very thankful for the video
Are qu and cu can be also calculated from the graph also??

[@kewaldangal8750]

You are hard work and thank you very much

[@saurabhkumar-cz6jd]

sir, if we are making sample mould by modifiying the original soil aren't we neglcting the real soil conditions which may be different than the lab conditions

[@sameerpaliwal1869]

Sir compressive strength 1.07 kaise mana

[@manatil-bol]

i have seen in many cases the loading plates are conical on the other hand in some cases the loading plate top and bottom is plane. Can you please explain which is the correct type of plate to be used as top and bottom loading plates.

[@sobujsarker455]

Informative Video. Thanks

[@godadevitnc4638]

Thank u very much sir please upload the videos regarding all laboratories in civil dept. Please sir

[@NileshRoamingNITIAN]

Niice 🔥🔥♥️♥️

[@k283535]

5:10 Start

[@baltichannelskardu]

Thank you

[@ManojKothuru-h3w]

sir why we have taken compression strength as 1.07 only

[@Rajnishreliance]

Thank you for making this video.

[@midhunchakravarthi4707]

How much water content added

[@rupeshbabu1103]

U are best sir in explaining

[@piyushroy4522]

Why is the test specimen not in the middle of the plate

[@rudraprathap3197]

explaining is wonderful thnk u vinod kumar sir

[@civilEngineering1145]

Many thanks

[@chandanrs4366]

Awesome Guru.. Ninu chanage explain madthiya.. brite Future edhy ninge.... Ninna number kodu vacancy edre Namma HOD, OR PRINCIPE endha phone madsithini ebrugu..!!

[@devendrappah1335]

😆

[@ankithagoud9749]

Excellent 🤵

[@rohitagnihotri256]

Specific gravity ,liquid limit, plastic limit ,gradation ka use kya hai

[@pavithras8536]

Thank you Soo much sir for ur all vedios..it's helps a lot

[@civilworld9508]

Great!!! Thank you very much

[@aniyangejing5279]

Thnkq so much sir its very helpful god bless you always

[@niranjanmall5427]

Sir, from which sieve we have to pass the soil sample?

[@amarraj7815]

very helpful sir

[@subbaraoprathipati4302]

How much soil taken which amount of water content taken

[@tariqwani2631]

Thanks alot...plzzzz upload triaxial test

[@Entertainment-tg6gf]

have you got any video on triaxial compression test yet?

[@alikhalilfar9693]

Thank you dear
From iran

[@AtulMishra-uf6zc]

In IRAN u follow which code for highways and bridges...

[@alikhalilfar9693]

@@AtulMishra-uf6zc
Hello
For UCS test?
Astm D 2166

[@AtulMishra-uf6zc]

Ok bro thanks..

[@alikhalilfar9693]

@@AtulMishra-uf6zc
Your welcome.

[@anegagrieayalew4736]

it is interesting video keep it up

[@alasinrinshehu816]

thanks for all

[@jagdishgupta658]

Please provide me TRIAXIAL experiment link

[@hardikrachhadiya5785]

sir please upload video on triaxial compression test

[@Entertainment-tg6gf]

have you got any video on triaxial compression test yet?

[@mahadevaprasadm7086]

Tq 🙏👍

[@hruthikroshanlalji6439]

Thank you sir

[@Telugu_Life_Quote]

thank you so much sir

[@channarayapatnapraveen5372]

Guruve hing enne mukha maadkond heli heli yargu paata keloke intrest barbardu nim

[@zobaedjaber8971]

robotic presentation

[@er.ankursood7780]

Nice one sir

[@SurajKumar-yx3vf]

sir!!!how much amount of water should be added and what should be the particle size for this test?

[@surajkandi.1341]

+Suraj Kumar depends on soil nature and it also depends on OMC CONDITION OF SOIL SAMPLE
PASSING THROUGH 4.75 mm SIEVE

[@priscillajamoh3609]

please upload triaxial test and consolidation test

[@Omar-tf5bi]

Thxx so much sir

[@shilpakruti]

Can you pls clarify calculations, how to find corrected area?

[@MadhuraShravanam]

Corrected area =A/(1-E)

[@MadhuraShravanam]

E is youngs modulus of the material

[@devansharya5517]

@@MadhuraShravanam no there is strain ∈ and A∘ WHICH Initial are which is find out by sample dimensions

[@vinayatigulla7]

Tq sir

[@anishbagga6568]

thankyou

[@masochist2001]

2024 mai Kon Kon dekh rha hai

[@satyendramauryaofficial443]

Nice test

[@shubhamtayde2826]

love and honour sir

[@darklion2296]

Which IS sieve used for UCS test?

[@ArJuN-ln6sw]

4.75 mm probably

[@Wasim19]

Play at 2x

[@marimuthuperiasamy2861]

Nice

[@abhinavkataria8153]

sir pls upload a highway Engg soil and subgrade compaction test

[@souvikmondal4718]

sound is too low...

[@constructiontips3227]

That is great

[@magidaruby2676]

nice class

[@manvipatil5234]

thapad maar k bithaya hai kya?

[@mijazfareed7145]

please upload hot compression test on sand

[@meserettaye8598]

it is very interesting lab. test. please, can i download it?

[@sunilkumar-wg2ep]

good explanation

[@Alern992]

Is this robot

[@ompatel628]

Plz in hindi language

[@arvindsingh-br4zt]

om patel did you doing btech in hindi

[@hellsing3062]

@@arvindsingh-br4zt says the one whose english is broken af himself. Oh the irony.
And nothing's wrong with him not knowing fluent english.
What's wrong is schooling others while being wrong yourself.

[@debankarsengupta4319]

awesome lecture thnx..

[@redawarshal7545]

Thanks Sir.

[@rcb6871]

Bhai tu soja 😂

[@pradeeprao9645]

is the same process of rock ?

[@kewaldangal8750]

Thank you very much bro free link

[@alideep9656]

Thank you

[@saqibmujtaba6959]

Thank you Sir

[@mannuharit]

Thank u sir