L 11 | Seepage in soil - Seepage discharge & exit gradient | Geotechnical Engineering 2.0

[@SouvikCivil]

I will share this video with my college professor. I am sure he will learn to teach properly.

[@PiyushJha-i6s]

best lectures on youtube

[@deepmukherjee4938]

55:44

[@SwagotoGhosh]

thank you sir

[@yashvardhansharma19]

Sir aap kl ye quote lagna " ye samay bhi guzar jayega "

[@jitendrayadav-bf5vz]

Very useful for me this lecture, thanks sir

[@sanjay_sanju06]

👍👍👍

[@janakpatel1008]

❤️❤️❤️❤️❤️

[@rohandas3733]

Sir, a doubt.
Since there is water below the phreatic line, there might be capillary action present. In that case, the soil above the p-line may be partially or fully saturated. Since capillary action means that water is not being added externally, so 'soil above the p-line is unsaturated' might be a wrong statement.
Please clarify Sir

[@supahot1237]

Unsaturated soil doesn't mean dry soil.

[@juganuchandanshive1637]

flow passes from soil 1 to soil 2...it is analogous to concept of refraction of light na sir 💗💗

[@lifeisbeautiful3999]

thank you sir❤

[@brajessingh184]

Length of last flow field kam kyu hoga

[@rajkumar_waskel]

❤️❤️❤️❤️❤️