How to Perform Shrinkage Limit Test in Laboratory + Calculations | Geotech with Naqeeb 

Your explanation is detailed.

Very informative 👌🏼💕💕

thanks a lot . very helpfull

Thank you for this explications.

thank you for sharing sir

Thanks.all understanding

Informative 👌

Well explained sir

Thanks and Regards !!

Nice Work❤

Love from India

well explained Sir..... Thanks,,,,. Subscribed

Good efforts

Thank you sir

Well explained

Excellent

Zazakallah sir

The sieve used for Atterberg limits tests is 425 micron sieve

Thanks

Nice

Can we find it by casa grande method?

Sir kindly share the video of vane shear test.

Hi thanks for sharing this video..i have a question..wich standard of astm is?

Sir will u please tell. The maximum and minimum range for shrinkage limit for cohessive soil. For example. The shrinkage limit value is 14.05% How we determine that the given sample of soil is under the range of shrinkage limit.

At 12:27 I think Wf should be replaced by Delta w, because its not the final water content, but the change in water water content.

How is that happened doctor? If weight of water is 10.7 g then the volume of water should be 10.7 cc

Sir, agar Mercury Naa ho to kya Hum Tin ka internal Volume or dried sample ka volume measure kar k formula se determine kar sakte hein..

Present sir

Sir short course arrange kre, certificate k sat.....

Nice 👌

The mositure content value(wi) is not 53.5% it is 48.5%

can anyone explain why the soil is sieved ?

Pak se h ka

sorry sir, firstly u should measured to mercury density at room temperature then you can accurately find volume of mercury in given container. your experiment is not perfect and not accurate. your lab technician not beard silicon glubs due to measuring physical parameters of mercury and not sligthly and gradually move to lid on the mercury upper surface tension layer

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