Soil Mechanics || Water content, Void ratio and Degree of saturation

[@karankothari6414]

You just saved me a lot of trouble sir !
Thanks

[@civilengineering94]

Glad to hear that

[@johnkevintorrazo2611]

How did u come up with the answer 17.33 KN/m3, if u divide 200x10^-3 /0.015 the answer is 13.333333333.

[@CHUKIPASO]

Do you do tutoring? I need help on this subject.

[@success555]

YOU ARE DOING GOOD. MAKE SOME PRACTICAL VIDEOS

[@Seni_proyek]

Good

[@civilengineering94]

Thanks

[@sushwinb5850]

Informative sir.thank u

[@NITISHKUMAR-mn8sr]

Thank you so much sir it's very useful

[@civilengineering94]

So nice of you

[@deemaahh77]

Thanks

[@vincentpetertablason2524]

how you arrange sir the formula for e?

[@sarans2220]

Hello sir surveying 2 mark level questions solved vedios plz upload sir.thanks for your useful channel sir

[@ShivamSingh-ik3cw]

The undisturbed soil at a borrow pit has a water content of 15 percent, void ratio of 0.60
and specific gravity of solids 2.70. The soil from the borrow pit is to be used for the
construction of an embankment with a finished volume of 40,000 cu.m. The specifications
for the embankment require a water content of 18 percent and a dry unit weight of
1.76 g/cc. Calculate quantity of soil required to be excavated from the borrow pit for the
construction of the embankment. What would be its weight? What is the weight of the
embankment soil? Send answer

[@shahid9762]

Superb sir.
Voice volume is very low!

[@civilengineering94]

Noted

[@berniceboevi6040]

please why did we not divide by the wet weight but rather the dry weight

[@memotown755]

Isn't water content = Ww/Wd?

[@ashokkhumbhani6482]

It would be better if care taken for proper voice!!!

[@pratyushatiwari..8689]

Sir please explain in hindi...