Пікірлер

• 
  @devagya1011 күн бұрын

  sample obtained from this test will it be similar sample extruded from standard proctor specimen ?? and reference of any is code

• 
  @RehanKhan-gx8gf14 күн бұрын

  Please add voice 0:55

• 
  @RehanKhan-gx8gf14 күн бұрын

  Sir audio not available, without audio I can't understand this

• 
  @pareshpathak178415 күн бұрын

  Sir iam working in lab i want your mentorship want to connect can give me insta or whatsapp where i can connect to you

• 
  @mohammedgumaa949625 күн бұрын

  It will be better if you are telling us a required countaty as digit number, how many grams and how to calculate the OMC and so on

• 
  @Giri63639Ай бұрын

  KT (m/s) = 4.6E-5 KHA SE AYA

• 
  @user-ld5uv4uh8m2 ай бұрын

  Weather changes with heavy rainfall. Ground damage from tsunamis and earthquakes. Loading test in saturated environment. Data on the phenomenon that soil density changes with pressure. How to write the Mohr circle and φ? I have been studying. thank you

• 
  @rahulkumar-pm5ji2 ай бұрын

  Can u pls tell me practical application of this test ...as we already have triaxial test & direct shear test....

• 
  @rockybalboa66754 ай бұрын

  Where i can get this appratus in delhi?? Plz rply

• 
  @Grarrgle4 ай бұрын

  Really helpful to see it all clearly shown like this.

• 
  @chaulagainrajendra3655 ай бұрын

  पानी कति % हाल्नुपर्छ

• 
  @VemaAkhila7 ай бұрын

  With voice

• 
  @rahultaru41968 ай бұрын

  Which seive is used for soil sample

• 
  @user-ox9xx9le1u8 ай бұрын

  Good job thanks for such style of teaching .hope so keep it up !!!!

• 
  @anglerkampung447010 ай бұрын

  For example, we sift the samples with what number of sieves, sir

• 
  @RRr060611 ай бұрын

  Thank you so much 🙏🙏🙏

• 
  @pradeepbiswas4532 Жыл бұрын

  One of the best explanations without saying a little word.

• 
  @studypurpose7804 Жыл бұрын

  Thank you. Is there any method to find air permeability of muck pile of rock fragments?

• 
  @dayangkusalmaawangismail9762 Жыл бұрын

  fortnite

• 
  @zaidiebhat681 Жыл бұрын

  How did you calculate H ( Height btw Rh and neck)? Thank you in advance.

• 
  @karimnazir3999 Жыл бұрын

  Sir, how would you get the mass of sample in the mould?

• 
  @Anushak0034 ай бұрын

  Maximum dry density* volume of the mould

• 
  @ammarhameed6849 Жыл бұрын

  Great work. Excuse me, I need to buy the mini Compaction Test Apparatus that you prepare the sample inside it. Could you give me the website or way to buy it.

• 
  @nikhil8871436480 Жыл бұрын

  Please give your number i want some queries related to test

• 
  @rampratapmaurya2681 Жыл бұрын

  Great sir!

• 
  @shardulraval Жыл бұрын

  Bro, yout Kt calculation of cm/s is wrong, please correct.

• 
  @mariajames6737 Жыл бұрын

  Explained very clearly. Good work sir

• 
  @deentv6196 Жыл бұрын

  Sir what is Height ? Hownitncan b measure

• 
  @shaileshramteke2091 Жыл бұрын

  Aawaj nahi aa rahi hai

• 
  @aniketdesai7846 Жыл бұрын

  What is particle size of this soil?

• 
  @bindasengineer8488 Жыл бұрын

  *one correction ... @2.42 min... it will be 56 number of blows to each layer instead of 55 (misprint). with regards

• 
  @ashutoshmahapatra6387 Жыл бұрын

  #PawanKumarChamling very informative video sir

• 
  @bindasengineer8488 Жыл бұрын

  Thanks for watching. If you liked this video, make sure to subscribe for more.

• 
  @Mayurkarambe03 Жыл бұрын

  Plz explain it orally for better understanding.

• 
  @bindasengineer8488 Жыл бұрын

  Will try to incorporate in the following videos. Thanks

• 
  @NaghamMahdiAl-Jammali Жыл бұрын

  is this method suitable for clay sample or only for sand samples

• 
  @bindasengineer8488 Жыл бұрын

  It will be quite challenging to get a sample of cohesionless soil. This methodology is appropriate for c-phi soil and clay soil.

• 
  @Rajkumar-qe1nh Жыл бұрын

  Isme dispersing agent correction kese nikala

• 
  @Rajkumar-qe1nh Жыл бұрын

  Sir

• 
  @bindasengineer8488 Жыл бұрын

  Dear Raj, For dispersing agent correction, take two 1000 ml measuring cylinders, fill one with water only and take the hydrometer reading, then fill the other with water and dispersing agent (same amount) and check the hydrometer. The difference between the two readings is the dispersing agent correction. thanks

• 
  @nikolaosdoukas3177 Жыл бұрын

  The part of Compact is always necessary?

• 
  @bindasengineer8488 Жыл бұрын

  for c-phi soil ... yes

• 
  @fatimabatool7838 Жыл бұрын

  Please sir brief out the calculations

• 
  @bindasengineer8488 Жыл бұрын

  Most of the calculations are already there in the videos... for more details, you can email me.

• 
  @fatimabatool7838 Жыл бұрын

  @@bindasengineer8488 your email ID sir ??

• 
  @harshadachavan7388 Жыл бұрын

  Please show the experiment with the help of LVDT...digital

• 
  @dannyzeke Жыл бұрын

  Good work!!

• 
  @bindasengineer8488 Жыл бұрын

  Thanks! please subscribe the channel.

• 
  @pareshpathak1784 Жыл бұрын

  Thanks

• 
  @bindasengineer8488 Жыл бұрын

  Welcome :)

• 
  @geodesignaid5014 Жыл бұрын

  What is the drop height of a hammer? Please share the dimension of dropping hammer.

• 
  @bindasengineer8488 Жыл бұрын

  Hammer description: For standard proctor test, mass-1 kg; ht of fall- 16 cm; number of layers: 3; no of blows per layer 36. For modified proctor test, mass-2.5 kg; ht of fall-16 cm; no of layers: 3; no of blows per layer: 36. (maximum particle size: 2mm)

• 
  @jashveersingh64 Жыл бұрын

  Sir aapka proving ring kitne KN ka h

• 
  @bindasengineer8488 Жыл бұрын

  In this video, it is of 5 kN capacity... but depending on your type of soil.. you can increase the capacity... say for stabilized soil sample you should use higher capacity (10 kN)

• 
  @raushankumarpaswan5319 Жыл бұрын

  Add voice

• 
  @bindasengineer8488 Жыл бұрын

  will try to add in next video

• 
  @dinesh3837 Жыл бұрын

  What is that RAMMER called? Unable to find it in market

• 
  @bindasengineer8488 Жыл бұрын

  This is a Mini Compaction Test Apparatus ... you can find the details here ... www.researchgate.net/publication/239409466_Mini_Compaction_Test_Apparatus_for_Fine_Grained_Soils

• 
  @mathivanan4530 Жыл бұрын

  Sir please mention this procedure code

• 
  @jashveersingh64 Жыл бұрын

  2720

• 
  @mathivanan4530 Жыл бұрын

  @@jashveersingh64 part

• 
  @bindasengineer8488 Жыл бұрын

  Methodology is IS 2720 (part 10)-1991 .. and sample preparation is remolded cylindrical sample in accordance with IS 2720 (part 8)- 1983

• 
  @dannyzeke Жыл бұрын

  Good work again guys!!

• 
  @bindasengineer8488 Жыл бұрын

  Our pleasure!

• 
  @dannyzeke Жыл бұрын

  Great work guys. Keep going and add more geotech experiments

• 
  @bindasengineer8488 Жыл бұрын

  Thank you! Will do!

• 
  @mariajames6737 Жыл бұрын

  Very useful and informative vedio😊

• 
  @bindasengineer8488 Жыл бұрын

  More videos will be added to this channel :)

• 
  @spschannel28 Жыл бұрын

  Next grain size distribution of soil

• 
  @bindasengineer8488 Жыл бұрын

  Sure