Пікірлер

• 
  @visakasview74662 ай бұрын

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

• 
  @lenovolenovolenovo49742 ай бұрын

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

• 
  @bagavathi16352 ай бұрын

  HI sir this instrument company share sir

• 
  @jalalsk65574 ай бұрын

  Great lacture

• 
  @susmitalimbupeko6 ай бұрын

  2.36 mm should be above 1.18 mm

• 
  @CivilEngineeringVibes6 ай бұрын

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

• 
  @aniketpotwade52459 ай бұрын

  I currently am working in Crusher department

• 
  @lolalove315110 ай бұрын

  The BS1377 wet sieving method is more straightforward, thank you

• 
  @PrakashSingh-gw7yb11 ай 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

• 
  @CivilEngineeringVibes6 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 Жыл бұрын

  I cant understand excatly. why 425 micron sieve??

• 
  @dnyaneshwarmane2318 Жыл бұрын

  Show the number please

• 
  @DilipKumar-ji4im2 жыл бұрын

  Wet sieve analysis 11:58

• 
  @glocktopus88811 ай бұрын

  ty

• 
  @tgshreevalli76972 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.

• 
  @parmardynasty2 жыл бұрын

  Very informative, crisp and to the point!♥️

• 
  @ayangaming13502 жыл бұрын

  Very comprrhensive Thanks for sharing

• 
  @DineshMalviyahere2 жыл бұрын

  Nicely explained! Good Work.

• 
  @DineshMalviyahere2 жыл бұрын

  Nicely explained! Good work.

• 
  @rohitkukade18002 жыл бұрын

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

• 
  @srikanthch28032 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.

• 
  @mabrook95362 жыл бұрын

  Thank you sir.

• 
  @meetpatel-lf8dh2 жыл бұрын

  Very good explanation.

• 
  @tirthgajrawala94082 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?

• 
  @CivilEngineeringVibes2 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.

• 
  @tirthgajrawala94082 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. ?

• 
  @CivilEngineeringVibes2 жыл бұрын

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

• 
  @tirthgajrawala94082 жыл бұрын

  @@CivilEngineeringVibes sir how can I contact you?

• 
  @tirthgajrawala94082 жыл бұрын

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

• 
  @simranjeetdhanjal6092 жыл бұрын

  Where are videos for Cv determination?

• 
  @vishnuk672 жыл бұрын

  Can you show the cost analysis house by this method.

• 
  @sajharguru2 жыл бұрын

  Thank you 👍

• 
  @CrustyAbsconder2 жыл бұрын

  Watching from Arcola, Texas, USA. Thank you.

• 
  @munavarshaikh52242 жыл бұрын

  How the load increment measure (for 0.2kg/cm2 load, Is it we need to increase only 0.1kg/cm2 load because it has already 0.1 kg/cm2 load in it.)

• 
  @prakharpatankar60702 жыл бұрын

  Nice.

• 
  @SinlungWorld2 жыл бұрын

  ❤️❤️👍👍👍

• 
  @debdipdas97812 жыл бұрын

  next video?

• 
  @samanthularajeswararao93292 жыл бұрын

  Sir please explain soil is codes 2720 all tests very good explanation

• 
  @amrishakhandelwal7952 жыл бұрын

  Thank you sir.. very well explained.. plz tell where we can find next session

• 
  @ashivaprasad43272 жыл бұрын

  Nice explanation

• 
  @Himanshu-fz2wn2 жыл бұрын

  Sir which standard code is being followed in India for such MSE WALLS? BS codes or some other standard codes?

• 
  @ayushsngh992 жыл бұрын

  Kon sa IS code follow hua h?

• 
  @waterresourcecivilengineeringa2 жыл бұрын

  nice

• 
  @waterresourcecivilengineeringa2 жыл бұрын

  I am also uploading videos related to civil engineering you may check out and find them informative and interesting

• 
  @christinaramos57932 жыл бұрын

  Great explanation. Life Saver!

• 
  @saravananswaminathan11762 жыл бұрын

  Nice explanation 👌

• 
  @chrisadakole3 жыл бұрын

  nice tutorials pls can i have the excel sheet forwared to [email protected]

• 
  @daudahmed74983 жыл бұрын

  well explained sir.. well u share excel sheet on [email protected] i will be very thankful....

• 
  @SharifulIslam-px2pc3 жыл бұрын

  nice presentation

• 
  @sripadnayak6383 жыл бұрын

  Have you done this in person or just made the video if you have done it then give me your number i have same work need to know more about it

• 
  @CivilEngineeringVibes3 жыл бұрын

  Hello U can put up your questioner in the comment box itself .... I would love to interact