Shahbaz Dandin

Пікірлер

@mithinshah6113 17 күн бұрын

why 425 micron sieve not used

@visakasview7466 3 ай бұрын

Since sieve of 2.36 is misplaced below 1.18 the entire test result would change

@lenovolenovolenovo4974 4 ай бұрын

Please speak your own language. No point in speaking a foreign language that you yourself are not comfortable speaking

@bagavathi1635 4 ай бұрын

HI sir this instrument company share sir

@jalalsk6557 6 ай бұрын

Great lacture

@susmitalimbupeko 7 ай бұрын

2.36 mm should be above 1.18 mm

@CivilEngineeringVibes 7 ай бұрын

"Yes, you are correct. It was a descriptive error."

@aniketpotwade5245 11 ай бұрын

I currently am working in Crusher department

@lolalove3151 Жыл бұрын

The BS1377 wet sieving method is more straightforward, thank you

@PrakashSingh-gw7yb Жыл бұрын

Why was 1.18 mm seive placed over 2.36 mm it was obvious it won't have any retention The correct order would be 4.75-2.36 then 1.18

@CivilEngineeringVibes 7 ай бұрын

"Yes, you are correct. It was a descriptive error."

@TheIntoyoutiontarot Жыл бұрын

Can u goninside tgese quarries without permission?

@avishekdas6254 Жыл бұрын

sir can you share the excel sheet?

@shivam9135 Жыл бұрын

hlo sir can u provide this excel sheet.

@belvinraj105 Жыл бұрын

Vs?

@vinitkotak448 Жыл бұрын

Hello sir, Can you please send me the Excel sheet?

@jitendrakumarsahu4916 Жыл бұрын

👌👌👌👌👌

@kapilawithanage5533 Жыл бұрын

thank you sir

@searchcivil9968 Жыл бұрын

Great video for all students.more illustrated

@prakhararjunwar8026 Жыл бұрын

Very good information Sir , it's really meant for me ❤️

@musaaslantas5460 2 жыл бұрын

I cant understand excatly. why 425 micron sieve??

@dnyaneshwarmane2318 2 жыл бұрын

Show the number please

@DilipKumar-ji4im 2 жыл бұрын

Wet sieve analysis 11:58

@glocktopus888 Жыл бұрын

@tgshreevalli7697 2 жыл бұрын

Good explanation sir..actually I had a seminar on this topic after watching ur vedio now am comfortable with my seminar topic.tq sir.

@parmardynasty 2 жыл бұрын

Very informative, crisp and to the point!♥️

@ayangaming1350 2 жыл бұрын

Very comprrhensive Thanks for sharing

@DineshMalviyahere 2 жыл бұрын

Nicely explained! Good Work.

@DineshMalviyahere 2 жыл бұрын

Nicely explained! Good work.

@rohitkukade1800 2 жыл бұрын

Very good Information bro... Please keep it up making such videos on Road and Bridge, box culvert, minor bridge,

@srikanthch2803 2 жыл бұрын

Good information provided, but if possible in next video you may cover the following details; Geo textile material exposure condition, block I-Section requirements, Retained fill/Reinforced fill difference, at junction/Structure corner requirements, levelling pad step pattern, slope of block facia details & geo synthetic first layer.

@mabrook9536 2 жыл бұрын

Thank you sir.

@meetpatel-lf8dh 2 жыл бұрын

Very good explanation.

@tirthgajrawala9408 2 жыл бұрын

Sir I have to do this test on msw... So I have to do at different water content so how can i decide the different water content?

@CivilEngineeringVibes 2 жыл бұрын

As the video was the basic to understand of concept... In practice consider and prepare the soil sample with fully saturated condition. Add water nearly to liquid limit and proceed with the procedure.

@tirthgajrawala9408 2 жыл бұрын

@@CivilEngineeringVibes but sir on sieveing msw(municipal solid waste) ... I found it is sand.. So on what basis i can add different water content... Based on dry unit weight of soil. ?

@CivilEngineeringVibes 2 жыл бұрын

@@tirthgajrawala9408 Dear, If your soil sample is course grained then why do you proceed with consolidation? Kindly consultant your project guide

@tirthgajrawala9408 2 жыл бұрын

@@CivilEngineeringVibes sir how can I contact you?

@tirthgajrawala9408 2 жыл бұрын

@@CivilEngineeringVibes as I want to know consolidarion characterics of Msw (collected from ahmedabad landfill)