🔴 आसान है | Effective stress, Total stress and Pore water pressure | With Diagram | Soil Mechanics

A deep clay stratum underlies a sand strata of 5m thick. The ground water table is found at 3m depth from GL. For sand G = 2.65 and e = 0.6. The sand above water table is 40% saturated. For clay if natural water content is 45% and G = 2.70 draw total, effective and neutral pr. Variation diagrams depth of 8m from GL.
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[@niteshjoshi35]

Thanks sir

[@smitasubba]

Perfect 👌

[@CivilMantraa]

Glad you think so!

[@Jayantdtuee]

Best lecture ❤️

[@CivilMantraa]

Thanks a lot

[@aamirabdulsalam]

why you did not calculate dry unit weight in the first layer ?
and submerged unit weight in clay layer ?

[@CivilMantraa]

First layer is above water table and have saturation of 40%, it means it's having sone water content also, so calculate the Bulk unit weight.
We'll calculate submerged unit weight of clay, when we will have to calculate effective pressure only, to get answer directly.

[@asmaruddin8978]

In case of section,
A shouldn't be there some negative pore water pressure due to capillary rise?

[@CivilMantraa]

It will be mentioned or given when we have to calculate the effect of capillary effect.

[@its_me0002]

​​@@CivilMantraa 2.7 x0.4 =1.08

[@satyabrataman1]

Sir .. Pura Concept Clear Hona Chahta hoon .. Kya Karu .. PLZZ give me way 🙏

[@CivilMantraa]

Follow the textbook for deep knowledge with clear concept

[@palak6513]

Sir question hindi m bi likha please 🙏

[@CivilMantraa]

Ok

[@palak6513]

@@CivilMantraa sir please

[@niteshjoshi35]

Exam me Q. English me aata he Hindi me nhi so improve your English bro

[@prasannar1610]

Thank you sir

[@CivilMantraa]

Welcome