Пікірлер

• 
  @kawboy14Күн бұрын

  Looks like peanut butter. 🤤

• 
  @cale.graficos4 күн бұрын

  Não é o melhor teste para observar a contração da argila no processo de secagem. Sugiro Teste expedito das pastilhas da metodologia MCT. A contração é medida de maneira diametral em uma pastilha de fração fina do solo (passante na peneira #200) moldada em um anel 21 mm (1/2 in) de diâmetro. Devem ser levantadas três medidas diametrais da pastilha seca com o auxílio de uma paquímetro e obter o valor da média aritmética delas.

• 
  @markusmueller84615 күн бұрын

  Wer hätte das gedacht. 🎉

• 
  @Muhbaiaturridwan7 күн бұрын

  Saya dari Indonesia terimakasih atas Ilmunya tuan sangat bermanfa,at

• 
  @SamirMDeyab8 күн бұрын

  Thank you so much, Could you plese share the book sir?

• 
  @user-wn5xb2mf2l9 күн бұрын

  thank you sir

• 
  @armgeo624610 күн бұрын

  I have particular question as for D50. my understanding, D50 refers to grain size and why at the data shown display variation of value with unit in mm?? what I have missed here? thank you for sharing a free course..

• 
  @devrimeskibina952111 күн бұрын

  Very clear explanation. Thank you so much sir!

• 
  @MrRafa33dc13 күн бұрын

  Como siempre, una impecable explicación, justa y precisa! Muchas gracias!

• 
  @domingosribeirodasilva158214 күн бұрын

  May you share the excel borehole log?

• 
  @daridranarayan16 күн бұрын

  Which is best for vertical shaft- RMR or Q system. Is there any adjustment of joint orientation correction in vertical shaft. Please Reply

• 
  @Hami-vt1wz16 күн бұрын

  Does the correction factor also apply to standard unit of measurement or is the example shown for metric measurement only?

• 
  @user-wp3yr2im7x18 күн бұрын

  l am frank male wonderfull

• 
  @mandourimohamed973522 күн бұрын

  Stp Programe pour test

• 
  @omarabdallah291225 күн бұрын

  Hello. How can I plot the curve showing the boundaries of the post liquefaction based on the percent fines 35, 15, greater than or equal to ? Is there a specific formula that I can use to plot in excel for example, or is there a template that you can provide me with? Thanks in advance

• 
  @boomzoom381325 күн бұрын

  и ум и жизнь используют причем постоянно не стыда не совести ушел от двух таких друзей детства

• 
  @stephanieivyluna404227 күн бұрын

  salute to you sir!

• 
  @user-jc6ki7vx3r28 күн бұрын

  Wow this is greatest scientific experiment

• 
  @AmrAhmed-pj5vwАй бұрын

  I think sir this in case of tension not compression as (shown in video) so should the normal stress then be negative ?

• 
  @liaukevin2814Ай бұрын

  🗿🔛🔝

• 
  @thiagoazevedo5456Ай бұрын

  Where can I find the reference for this formula?

• 
  @MissUltimaThuleАй бұрын

  Thank you. This video was so clear and understandable. It’s hard to find videos with such clearly explained information. 👍

• 
  @KAMRAN4160Ай бұрын

  Welcome Dear Sir

• 
  @fatihtatl8284Ай бұрын

  thank you for solutions sir

• 
  @GenaEnSamIAmАй бұрын

  Awesome video ☝️🙏

• 
  @Qth-sx3riАй бұрын

  Where are you from?

• 
  @Qth-sx3riАй бұрын

  Thank you very much

• 
  @user-ji5gp8nv7wАй бұрын

  Медовик ломают.

• 
  @ghanirfanАй бұрын

  Its great. When will you upload the second part of the retaining wall's earth pressure calculation on rotation?

• 
  @beaumontexperimentАй бұрын

  He's got a big budoo

• 
  @argun1928Ай бұрын

  Nice

• 
  @edwinlungu915Ай бұрын

  The explanation is okay though advise to show what’s being said by practically doing it on a graph, cause all you’ve done is explain what’s in a textbook 🤷🏾‍♂️

• 
  @cplcrunchАй бұрын

  Thanks Ivan! Do you have any recommendations for information/field books regarding mineral identification on the field?

• 
  @bevenmyburgh9851Ай бұрын

  Compression happens at 45 degrees

• 
  @DaveE99Ай бұрын

  Using this for measuring compaction on the garden farm is huge for health of plants

• 
  @DaveE99Ай бұрын

  What’s geosynthetic layer/materials and where or why are they used?

• 
  @DaveE99Ай бұрын

  It’s amazing too that trees also basically can live on rocks.

• 
  @aaronbrown1638Ай бұрын

  I apply the same kind of pressure. At yo mamas

• 
  @ElsieAdjeikonaduАй бұрын

  How will the graph look like

• 
  @kenebenАй бұрын

  Thank you for this

• 
  @emeldahowell86682 ай бұрын

  Is there a theoretical approach to solve this question without actually drawing the move circles?

• 
  @bow_wowm20032 ай бұрын

  Can you use this compaction method for particle fraction retained in 19mm seive?

• 
  @MithileshKumar-ls2pg2 ай бұрын

  sand relative compaction at site please make vedio in hindi

• 
  @yikee75922 ай бұрын

  Do not c bulb stress!

• 
  @ChildfGodd2 ай бұрын

  Thank you for sharing

• 
  @joe-pz7iy2 ай бұрын

  Sir please tutorial about Settle and Phase2

• 
  @user-uf8bg1cd9x2 ай бұрын

  what if unit weight is given by gr/cm^3 and (Z) is same meter. in this case is unit change needed?

• 
  @alih12142 ай бұрын

  Thanks

• 
  @mars8462 ай бұрын

  Thank you so much po!

• 
  @user-ww7ns8cf7n2 ай бұрын

  Hi, can someone tell me the scientific reason, why we do not use the vane shear test for sandy soil?