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18:44 Why Rectangle 3 is m=0.5 but the formula is (B/z) where B is always the short dimension thus 10/60. Am I right?

You are so real for this, thanks bro

Can I get the pdf file ?

Question: In part (a) and (b) for the 10-foot layer, suppose you are given both moist and dry unit weights of the soil. Which one do you use to calculate total stress and effective stress? dry unit weight or moist unit weight? My thoughts is to go with moist unit weight because it is not likely that all of 10 foot of soil is dry. So, moist unit weight is the right number to use, but I am not sure. In part (e) the last term -35*gamma of water, shouldn't that be -30*gamma of water?

شكرا

شكرا

Thanks

I feel like you are skipping an awful lot of steps

hi, I don't have the simulation configuration setting part in the inlet, do you know why?

This was so helpful thank you so much! God bless you!

How can you use the 2 equations here

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How come to calculate pore pressure at A, you didn't add the height of saturated clay + height of water (h) all multiplied by gamma water? AKA [(7-5) + h]Gamma.water + 4.5 Gamma.water = pore pressure. In the previous example with the upward seepage you added those values to calculate pore pressure but here it is simply the height of the piezometer. Thanks

what book is this?

how did you get 7.08?

Thank you!!!!! 😍

Why did you choose cosine alpha for those two values

How come the values for the Sieve openings on the second table are different from those on the third table?

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For calculating pore pressure at pt B, is the reason seepage upward flow at point B is not included is because there is no headloss at point B therefore only the hydrostatic pressure is required? 8:24

Thank you so much! So grateful for the detailed lectures.

Hmmm. Cannot make Eq 12.26 come out at 20 using your example inputs, no problem with 12.25.

The soil is poorly graded

How to find N=25?

NEPAL ENG COLLAGE

NEPAL ENG COLLAGE

Thank you

님 개똑똑

Thank you

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.

thanks man

I really enjoyed this lecture Series ,He made the Subject matter so easy

@A Qa it's 20.59 for Ysat not 20.95

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%?

Thanks for sharing your ideas with us 🙏🙏👍

I appreciate the time and effort you put into these videos. Thank you save me.

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

Please what is the name of the book

Thanks for the lecture.

How did you get 7.08?

Isnt 0.003 inside 0.01 and 0.00001

Thank you so much Professor!

How come when I substitute the givens in the gammaZav , I didnt get the answers you put there, did I do something wrong?

why didn't you use Nf?

Big help😊

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

Thank you for your lectures.

Why did you get different values for moisture content? How can I calculate it? 3:12

Really good quality content! Thank you!