What do you do if you don't have a D10 value on the curve? In the example I'm using, 27% of the soil ends up in the pan, so the final plotted point is also at 27% finer.
@user-xt3vz5sc9l2 ай бұрын
thanks man
@TonyMarios2 ай бұрын
I really enjoyed this lecture Series ,He made the Subject matter so easy
@kane72832 ай бұрын
@A Qa it's 20.59 for Ysat not 20.95
@izhan_ijr51392 ай бұрын
how to calculate Cu and Cc if maximum percentage finer just 27.5% finer, if not mistaken to calculate Cu and Cc, first we need to find D60,30,10 but in data the maximum % finer just 27.5%?
@user-sl7kn9ud4u2 ай бұрын
Thanks for sharing your ideas with us 🙏🙏👍
@chrisstian.2 ай бұрын
I appreciate the time and effort you put into these videos. Thank you save me.
@morismujuni3552 ай бұрын
Hello Thanks for the explanation Just one thing where I request for further explanation- how do the units change to m³/sec/m? I thought it would be m²/sec/m since we are multiplying only 2 dimensions
@TitriafeCyrilSedinam3 ай бұрын
Please what is the name of the book
@youlu7433 ай бұрын
Thanks for the lecture.
@kane72833 ай бұрын
How did you get 7.08?
@kane72833 ай бұрын
Isnt 0.003 inside 0.01 and 0.00001
@Citizen45233 күн бұрын
no. its between 0.01 and 0.001. 0.003>0.001
@user-xf2eo9ms4g3 ай бұрын
Thank you so much Professor!
@xylenemaecamingan12143 ай бұрын
How come when I substitute the givens in the gammaZav , I didnt get the answers you put there, did I do something wrong?
@GuillermoMorocho-nj2kd3 ай бұрын
why didn't you use Nf?
@angelakate99223 ай бұрын
Big help😊
@RetumileMoeketsi4 ай бұрын
for the second rectangle isnt b =2m and l=1m or l has to be the longer one and b the short one?im confused
@Asd-ub5vu4 ай бұрын
Thank you for your lectures.
@HashemAljifri5154 ай бұрын
Why did you get different values for moisture content? How can I calculate it? 3:12
@adamt.b.85014 ай бұрын
Really good quality content! Thank you!
@user-fk1dr3vy7f4 ай бұрын
Bonswa ou bonjou kòman mwen ka wè mwen approve paske c depi mwa mas yo t fè aplikasyon an pou mwen mèsi
@tumusiimekasangaki85054 ай бұрын
Anyways, you made a mistake on (i) when calculating ◇h. It's (3.4/6) =0.567, not 0.576, as u wrote😅
@me-uma4 ай бұрын
The teacher asked me to find the average size of the particles by this area under the curve
@rupeshshrestha89034 ай бұрын
Perfect❤
@user-ld5uv4uh8m4 ай бұрын
Sampling specimen and triaxial testing for slope failure is a combination system. Difficulty in obtaining sampling relies on field efforts. Wouldn't it be great if C and φ could be measured in situ? You can do it in Japan
@user-ri8qw2kq8d5 ай бұрын
how to calculate ha and hb?
@hussain9015 ай бұрын
Thanks alot.
@abdallehassan35975 ай бұрын
Oh man thank u so much my guy. ❤❤
@Kiyotaka_Ayanokoji695 ай бұрын
Gold
@simplemathguy5 ай бұрын
Thanks man! Im so very thankful for you. I actually struggling understanding my book on this lesson. Keep it up! Godbless❤
@rinkeshgehlot61655 ай бұрын
how to calculate l/b
@abdulhayiguadie6086 ай бұрын
Amazing video, Thanks.
@uwabageserabertin13496 ай бұрын
Good lecture
@rifa12836 ай бұрын
why 62.14
@wishsamier83243 ай бұрын
In US customary units, the specific weight of water is approximately 62.4 pounds per cubic foot. In S.I units, we have the used-to number of 9.81 N/m^3
@ahmedalanbagi14166 ай бұрын
hidden gem
@jimbo85816 ай бұрын
You're a legend, mate
@SiddharthaVarma186 ай бұрын
My brain was blocked for one hour for this concept to learn this concept but, your 6 minutes of video blasted 60 minutes of brain block. Thank you for your valuable information..
@rifa12836 ай бұрын
is there PDF teacher?
@56_g2_vibhanshu87 ай бұрын
00:02 Permeability is crucial in geotechnical engineering 02:18 Bernoulli's equation and Darcy's law 06:00 Total head in water is comprised of pressure head and elevation head 09:40 Using Bernoulli's equation to find total head at two points 13:11 Understanding total head and head loss in water flow 16:14 Hydraulic gradient and velocity determine the flow characteristics. 19:04 Darcy's law relates velocity and hydraulic gradient in a linear relationship. 22:38 Darcy's law defines the flow rate as Q = kia
@user-hh5re7ym8s7 ай бұрын
why we havent added unitbweight of water *9 in calcuating u for the point A?
@zoozabc51817 ай бұрын
I think At 10:10 it's KN/m not KN/m*3 🤔
@chumpapii3 ай бұрын
It's asking for seepage force per unit volume. We didn't multiply the area so there is no m^2 to cancel /m^3.
@Ace-rx5nh7 ай бұрын
Can we create drilling simulation for interbed formation using rocky ??