As per PWD specification, In volume basis up to 8% of silt is acceptable. Whereas as per IS 383, in weight basis up to 3% of silt is acceptable.

Its very useful.Documented very simply and cleanly.It will definitely help all civil engineers....

thank you for this video & all staff.

very well organised and documented explained very well . thanx for helping a lot.

all the best to all of u for spreading knowledge

Very nice teaching, I hope you will make such more videos and help us learn much easily thank you so much 👍👍All the best for your channel

good vedios of civil engineering practicals i understood all practiacals of highway Engineering

i like all video of NCTEL. INSTEAD OF TO DO PRACTICALS IN COLLEGE IT HELP ME TO SOLVE OUT MY ALL DOUBT FROM THIS NCTEL VIDEO I AM VERY THANKING................................

Very good explanation. Thank you

Sir you describe in a very good way i like it

thank u nctel.......all of ur videos are really very helpful

Wonderful Video, Thank you NCTEL

this method is may be well and good for determine the approx silt content at site also...but actual and more accurate method is namely material finer than 75 micron which is the part of deleterious meterial ...

Thoroughly enjoyed this video

Thank you sir Really it helps a lot to me Keep going this kind videos

thanks for knowledge

Thanks sir for compliment..

Sir,video is very much use full for civil engrs.calculation sheet should be displayed distinctly.congrates for ur efforts.thanks.

How to find silt content in already casted concrete

Nice demonstration

Thank you

Very nice video Sir. But how to determine separately the % amount of clay and silt in the mixture? How to determine whether it is clayey sand or silty sand? In the whole video, there's no mention about clay.

In which is code, the permissible of silt and clay content of fine aggregate is mentioned and what is it's value...

Thank you for making this video Prof sir. Really it's useful for both students and as well as site engineers. And 1 obligation kindly mention in this video IS code book also for this test.

Thank you Sir

Sir, does the procedure is in compliance with IS:2386-Part-II ? If not please let us know the code you have followed. Thanks

Is stone dust as harmful as clay?

But this process is not as per IS Code 2386 part 2..as per IS Code formula is 100/w1(1000*ws/V-0.8) and equipment name is sadimentation peepet for sand silt and clay content

thank you sir

Is there any method by which we can reduce the silt content in river sand

In some videos silt content calculate by volume of silt / volume of sand... Pls clarify

Good sir ji

Sir is test me hum field sand ka use karenge ya phir sand ko dry karke use kare test me

Thank for informative video,but please make sure next time when you do filming your fellow wear PPE.

sir ye test ka reference kya hai. Please tell me.

Is it the same procure for sand equivalent ?

Which IS code is used for this test

I want to know in which is code number silt content test is given?

How to determine clay content?

Sir, why did you add NaCl solution for find clay content ? Can we use another solution like NaOH

Respected sir, Please Explain other methods with Help of Heat

What is the Standard?? And test method?

Borosil ke dia k according value change nhi hogi sir jyaga dia ki loge to alag value aayegi.

thank

Or last mei final silt percentage 4.5% kaise ho gyi sir

92ml is how comes sir

Kindly also attach the IS Coad reference.

Sir ye last mei 6.5 kaha se aaya plz answer sir

Why using NaCl in this test?

well explainsd ,thankyou very much

Sir.... Please add hydrometer test of Soil

Sir ,how much silt content in robo sand

nice

92 ml kaha se aya

Tnx sir

what is the reference/relevant IS code or other international code for determine silt persentage by volumetric method????

Terrific presentation

Tell me the is code

my engg told me silt content upto 7% in sand is acceptable.

why we add Nacl?

I am from Pakistan, nicely described..thank you.

What is the meaning of 1% solution of sodium chloride in a measuring jar

Dear sir please give me the check of silt content by weight proceeding as per Is. code

well

Hindis are awesome

sir pls tell me why 1% of nacl is added

Thanks for teaching

Which IS code

mh

Walue

thNKS for the video but i think we 120 g for that test

sr hindi video provide kijiye

peg shi banata hai

all the best to all of u for spreading knowledge

thanks for knowledge

Thank you sir

Thanks sir

tanks sir

Thanks sir