MDD & OMC OF SOIL I MAXIMUM DRY DENSITY & OPTIMUM MOISTURE CONTENT OF SOIL I MODIFIED PROCTOR TEST

#MaximumDryDensityTestOfSoil
#OptimumMositureContentOfSoil
#MDD
#OMC
#MDD&OMC
#IS2720Part8
#CivilEngineeringTutorials
#YogeshKaushikSir
#UPSCESE #SSCJE #STATEPSCAE/JE #GATE #QualityControlEngineer
In this video, detailed discussion of #MDD (Maximum Dry Density) and #OMC (Optimum Moisture Content) test of #Soil as per #IS 2720 Part 8 has been done with its significance, which will be useful for aspirants of UPSC ESE/GATE/PSU's/SSC-JE /State PSC JE/AE exams and Quality Control Engineer on Site.
Following content has been discussed in this video:-
#MDD (Maximum Dry Density) and #OMC (Optimum Moisture Content) test of #Soil as per #IS 2720 Part 8.
Video Link of #Gradation Test of #Soil:-
• GRADATION TEST OF SOIL...
Subscribe my you tube channel for further updates:-
/ @civilengg.byyogeshkau...
PDF Link of MDD & OMC test of Soil using Modified Proctor test:-
drive.google.com/file/d/1qrmA...

[@babafilmsharyana]

Very nice Sir G, your videos are very helpful for me. Thanks & be carry more videos....

[@ehakim11]

Great! very interesting and step by step

[@rickykumarsingh1600]

Thank you so much for this vedio,kindly keep it up sir🎉🎉

[@sandeepkumar-kx2wj]

Very nice and good sir ji 👍🙏

[@surajkumar-ng9dy]

Very nice video

[@afjalkhan5892]

Ek no. Sir

[@yashwantyadav4225]

Sir 35.5 mm 19 mm or 4.75 mm sieve me se konse sieve ke gradation passing ka material lete hai or 3 sieve ka work kya hai.

[@SanjayKumar-bd9sj]

Thank you ❤❤❤

[@sarveshsharma1252]

Sir Iagar mourum soil ho isi sieve se krege

[@vinaygoswami7814]

What about the material retained on 4.75mm sieve. I think it'll affect the field density when we'll perform the compaction test. And on visual identification this soil is looking like susceptible to crush. So in that case we should take different individuals samples and in every new sample we have to increase water content.

[@CivilEngg.ByYogeshKaushik]

Yes

[@awadheshkumar-em3vs]

Very nice video sir.

[@swarupchandanandanand808]

❤❤❤❤❤

[@sureshkumarnishad1497]

Sir agar gsb ya wmm ka mdd karna hai to kis hisab se kaun sieve se kitna sample lenge please bataye sir

[@CivilEngg.ByYogeshKaushik]

Kindly follow IS 2720 Part 8

[@dkmaurya8720]

I think temp. Rang as per is code 100 to 110c hona chahiye

[@anirudhsinghchouhan3619]

Which mould is this? 1000 cc or 2250 cc? Which you tested 3 kg sample

[@uthuvhking1667]

Mould to 1000cc ka hai...
But in respect of rammar of 4.9 kg ka.. 2250 cc ka mould use korna chaiye tha ? As per is code 10074 :1982

[@Civilow]

Plz perform liquid limit I wanna learn through u sir plzzz

[@CivilEngg.ByYogeshKaushik]

Ok

[@manjeetkala2264]

Please, provide 2nd part field astronomy in survey..
Our survey exam on 10 April.. Please

[@CivilEngg.ByYogeshKaushik]

Ok

[@manjeetkala2264]

@@CivilEngg.ByYogeshKaushikthanks sir.. But our exam on 10 अप्रैल

[@situdhankhar7323]

Nice sir ji

[@GauravKumar-sz6vl]

Sir or vedio daliye soil test
& Aggregate Test

[@CivilEngg.ByYogeshKaushik]

Most of soil & aggregates test are already uploaded dear

[@CivilEngg.ByYogeshKaushik]

Kindly go through channel for details

[@bharadwajpradhan-sg8wo]

19mm sieve se pass kariye

[@awadheshkumar-em3vs]

Sir cbr & marshal mix design pr ek video banao

[@CivilEngg.ByYogeshKaushik]

Ok dear

[@materialtestingincivilengi8683]

Sir sandy soil kya alag method hay kya

[@CivilEngg.ByYogeshKaushik]

No
Same method h

[@007govind]

Sir temperature 105se more than nhi hona chahiye because structural water will be reduced

[@taranjeetsingh3295]

Sir site se jo sample collect kiya he usko pahle break krna hota he ya direct 4.75mm se pass krte he

[@CivilEngg.ByYogeshKaushik]

Direct pass

[@taranjeetsingh3295]

Apne 19mm sieve q nhi use kri. Is code me 19mm Ka b use he

[@deepaktiwari7072]

Sir plzz railway me kaon kaon se test hote hai uski puri series banaye for QA/QC Civil ke liye thanks

[@CivilEngg.ByYogeshKaushik]

Dear
Sbhi tests already uploaded h
Kindly go through railway engineering lectures playlist of my channel

[@ramjanamsahu7109]

@@CivilEngg.ByYogeshKaushik 🙏

[@badalkumar6603]

Sir soil mix glubs pahn k karte hai na , haanth me moisture aa jayega na.

[@CivilEngg.ByYogeshKaushik]

Hmmm dear
But there is negligible difference with or without hand glouses..

[@badalkumar6603]

Means? please explain in hindi.

[@CivilEngg.ByYogeshKaushik]

Hona chaiye glouse use
Lekin bhut hi km difference aata h
With or without glouses

[@badalkumar6603]

Ok thank you sir 🙏🙏🙏🙏

[@materialtestingincivilengi8683]

Sir sandy soil omc maximum kitna hona chahiye

[@ASHISHSHARMA-mo5pf]

On what basis u decide to perform the test using Modified proctor test ???
Why not standard proctor ??

[@CivilEngg.ByYogeshKaushik]

That depends upon FQAP of Contractor company & client orders

[@ASHISHSHARMA-mo5pf]

@@CivilEngg.ByYogeshKaushik sir, if any student want to conduct the test in laboratory then is there any criteria based on sieve analysis 20% retained like this for selection of Modified or proctor method?

[@CivilEngg.ByYogeshKaushik]

Dear it also depends upon the rammer & mould available in laboratory
If both proctor & modified proctor are available in laboratory then we have to choose as per type of soil on which we want to conduct the test

[@ASHISHSHARMA-mo5pf]

@@CivilEngg.ByYogeshKaushik exactly this is what I am looking for, for which type of soil we prefer modified proctor or standard proctor test, please reply with your valuable response

[@bhupenderchhatria6613]

But, sir 1000cc p 2.6kg rammer use karna chahiye

[@bhupenderchhatria6613]

Pls, reply me drught clear karna h

[@CivilEngg.ByYogeshKaushik]

No

[@VARUN-cn3ke]

Send me pdf sr

[@CivilEngg.ByYogeshKaushik]

Link of pdf is given in description box
Download from there..

[@nomadicnirmal5993]

1000 cc Mould in used with respect to hammer 2.6kg you are used 4.9kg so your testing is failed

[@CivilEngg.ByYogeshKaushik]

This is just only for understanding & mould available at site dear

[@thefreakingyash]

​@@CivilEngg.ByYogeshKaushikso u must mention it in ur video idiot ....