Numerical on Active Earth Pressure in Retaining Wall using Rankine's Theory

Numerical on Active Earth Pressure in Retaining Wall using Rankine's Theory

[@Batman-mg3dy]

This is probably the best explanation of this numerical on TH-cam.

[@CuriousCivilEngineer]

Thank you

[@shivanandkambale608]

Yes of course😎

[@hikikomorihachiman7491]

The explanation through the images were so good.
Thank you very much.

[@CuriousCivilEngineer]

Glad I could help

[@nurulislamemil5406]

thank you so much from Bangladesh. It was a really nice explanation. 🇧🇩

[@bensu2424]

If the number c is not zero, how can the same problem be solved?

[@Jinkismita45]

Same question

[@dynamicsentertainmentpoint53]

this is helpful and will forever be helpful.thanks for the video and good pace of explanation

[@Rebecca-rd4qc]

Ty Sir, you explain it very well yet simple . ❤

[@ChikpahMoses]

Absolutely great work done
Thanks

[@gauravverma1005]

why we don't take active earth pressure coefficient?

[@zombieytx7121]

Thank u sir it was very help to me to solve the same type of question

[@CuriousCivilEngineer]

Thank you. Glad it was helpful.

[@Dr.Fahmi.GEOtExcel]

Great lecture.

[@Zimbacivil]

Nice explain❤

[@hassanansarig6435]

Thanks a lot sir plz also upload video in which c' is not zero

[@CuriousCivilEngineer]

Thank you. Will do Inshallah very soon

[@kirankomple7714]

Sir bakki ke video Kaha Hai?? Active pe To Ek video banaya apne

[@salimmwakuchengwa3241]

Great job🤝

[@karthikeyapriyatham9436]

very good explanation

[@ayazsiddiqui3263]

Thanks sir.... @👍

[@JK_StarEditings]

*Thanks for your help sir*

[@idandrukman7298]

thank u so much

[@achyuthanaveen572]

Sir friction valuve isthe problem cheppandi sir

[@prof.dadapatilcivilenginee9386]

Good one sir

[@CuriousCivilEngineer]

Thank you Prof. Dada Patil.

[@EngineeringSecret]

Thanks a lot to your Nice Video Lecture!!

[@CuriousCivilEngineer]

Always a pleasure

[@raphaeldeoliveirafattoripi4110]

But you didn't consider the saturated soil on your calculations...

[@CuriousCivilEngineer]

Because in problem soil below water table was given as submerged soil.

[@mye-mail3098]

Thanks

[@nidhiverma7370]

Earth pressure mei effective stress analysis karte h to kyu water ka press kyu liya gya h

[@CuriousCivilEngineer]

Kyu k bina water pressure effective stress nahi nikal sakte.

[@jackytan8119]

Hello sir, what to do if γdry and γsat is both given in second layer of soil, how to find γ' ?

[@CuriousCivilEngineer]

Then gama' = gama sat - gama of water

[@jackytan8119]

@@CuriousCivilEngineer Thank you sir 👍🏻👍🏻

[@ramessh100]

A same quation came on may23 sem😮

[@CuriousCivilEngineer]

They must have changed values?

[@chetanzade4004]

Numerical is wrong after pa3

[@structurbay]

yes 55.44

[@debajyotiroy4488]

(1/2)* sigma1 *H² hoga.. apne H likha