Silt Content in Fine Aggregate

[@TheSaranMDU]

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.

[@erramjirai8174]

3% silt accepted by weight.

[@iiiavenueangulbusterminal1494]

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

[@prashantchougule96]

thank you for this video & all staff.

[@rajeevlochanpathak1691]

Very nice presentation

[@yogeshchaudhari2007]

all the best to all of u for spreading knowledge

[@drootsbotanica2211]

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

[@sanyam1904]

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

[@priyeshpatil3106]

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................................

[@prathameshlagad5363]

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

[@KAIZER_001]

Very good explanation. Thank you

[@therockgymsports6703]

Sir you describe in a very good way i like it

[@itsRohitJain]

Wonderful Video, Thank you NCTEL

[@hdvideos3618]

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

[@jaganathkdr7533]

How to find silt content in already casted concrete

[@kedarnayak7196]

Thanks sir for compliment..

[@GuyPerson-jt9tv]

Thoroughly enjoyed this video

[@anilarya2916]

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

[@ManishSarnaik]

thanks for knowledge

[@NaveenSharma-ov7hm]

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 ...

[@sudamgouda5724]

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

[@mohammadsalman9425]

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

[@saurabhyadav-dx9iy]

Nice demonstration

[@innosz7095]

Is it the same procure for sand equivalent ?

[@prafulhadiyal4071]

Which IS code is used for this test

[@desaianiketsanjay4576]

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.

[@sujitdas6711]

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

[@madhavareddy724]

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

[@sornaraj618]

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.

[@RaushanKumar-fk4us]

It's Beautiful acting ji[:lips][:lips][:lips][:lips][:rose][:rose][:OK][:OK][:OK][:OK][:thumbup]

[@SurinderSingh-uw2vo]

Is stone dust as harmful as clay?

[@mohammadmasroorzafar9728]

How to determine clay content?

[@sadigahmed55]

What is the Standard??
And test method?

[@harekrishnabaranwal4122]

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

[@nabinkumarbhoi8126]

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

[@prathameshlagad5363]

It reduces the time of settling of silt and sand☺️☺️

[@shubhamgomare9780]

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

[@pandumurmu]

Thank you

[@ssbrshubham1004]

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

[@jeet1608]

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

[@vijay35793]

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

[@subhammondal2386]

Why using NaCl in this test?

[@sharadbisen778]

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

[@vijay35793]

Sir ye last mei 6.5 kaha se aaya plz answer sir

[@tsheringdomabhutia4159]

Thank you Sir

[@Blogcompany_New]

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

[@HEOEvgeny]

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

[@sanatansamal9948]

thank you sir

[@sirikondasrikanth9777]

Sir ,how much silt content in robo sand

[@NaveenSharma-ov7hm]

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

[@rahulrai3938]

IS Code 383-1970

[@civilsiteeducation6207]

IS 383, IS 2686

[@NaveenSharma-ov7hm]

@@rahulrai3938 material finer than 75 micron method is only mentioned in this IS code.... Volumetric method is thumb rule method...!

[@asfaquehussain7146]

Respected sir,
Please Explain other methods with Help of Heat

[@khetkiraj2577]

Kindly also attach the IS Coad reference.

[@rajuishwar7717]

92ml is how comes sir

[@sivakesavulukesavulu6717]

why we add Nacl?

[@civilsiteeducation6207]

It helps to settle down particles early so that time may be saved.

[@neetupatel6664]

well explainsd ,thankyou very much

[@farahkhawwam8209]

thank

[@rameshram12345]

Tell me the is code

[@dehariyadehariya1150]

Good sir ji

[@sujaymallick2420]

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

[@barsapaul4936]

1 gm of nacl mixed with 100 ml of water..

[@syedyousuf95]

92 ml kaha se aya

[@ikmishra3877]

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

[@NooreVlogs000]

By wt procedure u do this test on sieve#200 by wt

[@kusunumohanta1775]

nice

[@1003umesh]

Sir.... Please add hydrometer test of Soil

[@rakeshb7585]

Terrific presentation

[@mubasharhasangohar9944]

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

[@kbp2024]

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

[@RohitKumar-bf9ix]

Tnx sir

[@neetupatel6664]

sir pls tell me why 1% of nacl is added

[@babitatyagi6991]

so as to make it alkaline

[@babitatyagi6991]

so as to make it alkaline

[@er.salimgauri2283]

Thanks for teaching

[@qudratullah9148]

well

[@amankumarkumar4961]

Which IS code

[@civilsiteeducation6207]

IS: 383, IS:2386

[@civilsiteeducation6207]

IS 383, IS 2386

[@zgrillo2004]

Hindis are awesome

[@langeassinga8906]

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

[@denisenery8621]

mh

[@alexisrodriguez7127]

Walue

[@trivijaytiwari6214]

sr hindi video provide kijiye

[@aviralrastogi9822]

peg shi banata hai

[@yogeshchaudhari2007]

all the best to all of u for spreading knowledge

[@ManishSarnaik]

thanks for knowledge

[@vijay35793]

Thank you sir

[@nihatbesirzade5605]

Thanks sir

[@ripandeepvoljot6983]

tanks sir

[@SumitKumar-ko7ov]

Thanks sir