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.
@markusmueller846116 күн бұрын
Wer hätte das gedacht. 🎉
@Muhbaiaturridwan18 күн бұрын
Saya dari Indonesia terimakasih atas Ilmunya tuan sangat bermanfa,at
@SamirMDeyab19 күн бұрын
Thank you so much, Could you plese share the book sir?
@user-wn5xb2mf2l21 күн бұрын
thank you sir
@armgeo624621 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..
@devrimeskibina952122 күн бұрын
Very clear explanation. Thank you so much sir!
@MrRafa33dc24 күн бұрын
Como siempre, una impecable explicación, justa y precisa! Muchas gracias!
@domingosribeirodasilva158225 күн бұрын
May you share the excel borehole log?
@daridranarayan27 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-vt1wz27 күн бұрын
Does the correction factor also apply to standard unit of measurement or is the example shown for metric measurement only?
@user-wp3yr2im7xАй бұрын
l am frank male wonderfull
@mandourimohamed9735Ай бұрын
Stp Programe pour test
@omarabdallah2912Ай 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
@boomzoom3813Ай бұрын
и ум и жизнь используют причем постоянно не стыда не совести ушел от двух таких друзей детства
@stephanieivyluna4042Ай бұрын
salute to you sir!
@user-jc6ki7vx3rАй 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?
@bevenmyburgh98512 ай бұрын
Compression happens at 45 degrees
@DaveE992 ай бұрын
Using this for measuring compaction on the garden farm is huge for health of plants
@DaveE992 ай бұрын
What’s geosynthetic layer/materials and where or why are they used?
@DaveE992 ай бұрын
It’s amazing too that trees also basically can live on rocks.
@aaronbrown16382 ай бұрын
I apply the same kind of pressure. At yo mamas
@ElsieAdjeikonadu2 ай бұрын
How will the graph look like
@keneben2 ай 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?