Effective Stress Principle
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- Опубліковано 24 тра 2020
- Chapter 53 - Effective Stress Principle
Effective stress is the pressure transmitted through particles’ contact with each other.
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Very best explaitation in history of all coaching institutes
OMG YOU ARE AMAZING!!!!!!!!! THANK YOU SO MUCH FOR SUCH CLARITY AND VIVID UNDERSTANDABLE IMAGES!!
Please make videos of other chapters like seepage,earth pressure,foundation, consolidation, compaction, stability of slopes,shear strength etc sir you are the best teacher of geotech ever born on this planet you make concept very easy to understand the things anyone can learn from your videos
Full soil
ua-cam.com/video/de52dKyHmYk/v-deo.html
Next level teaching ability best ever teaching on UA-cam 👌
Clear and visually effective explanation! Thank you Sir!
Most amazing and best for soil mechanics..!!
Thank you so much for the great video! It is good to review these things from time to time!
Explaining quality and bases of concepts of the topics of each video make this channel worth million subscribing.
Best way to learn soil mechanics . Thanks sir for making it so simply understandable. Please bring more lectures and also different subjects
I love your videos. God bless you!
God Bless you too.
Best explanation ever for effective stress.
Thank you for such wonderful way of teaching style.
Very good and clear explanations. Thanks a lot sir.
Great work
Thankyou so much @Elementary Engineering ❤️
Keep it up .
I love to learn soil mechanics from this channel
As always great explanation sir
Great expalination. thank you
Amazing sir. understood so well. thankyou so much
amazingly explained!
Very nice explanation with vivid drawings
thankyou sir
godbless you and your entire team
Thanks very much. This was very helpful 😊❤️
Nobody can explain like you sir🙂
Wow, best explanation ever!!
As a Civil engineer i find this helpful thank you
thank you its very helpful
Great explanation thanks alot
Thank you so much sir........
Thank you so much
Thank you
Crystal clear sir 👌👌👌
Aap babut achha smjhate hain
Please upload all civil engineering subjects like this we want more from u
sir if possible then, please upload a video for stress distribution in soil. Thank you.
Thanks !
THANK YOU FOR THIS VIDEO :-)
Well explained sir👏👏👏👏
Loved the explaination, after lots of days, saw a video with 0 dislikes
Thank you very much sir
Well done sir
Love u sir keep on going
Excellent explanation...sir plz make videos on compaction of soil
Thankyou.
Want to see your app.. in play store which would help us more in learning and understanding concepts...keep growing and thankyou again ❤️
Waiting for more videos
It is simply amazing
Please upload new videos faster somehow got addicted to your videos 😝
great sir
Thank youuu
Great 🔥
God bless you sir
God bless you too. :)
Awesome
Please do videos on remaining topics
Please make videos of other subject as well 👏👏
Nice
Really good! Thanks! However, I find the music to be distracting.
Great great
Thank you, effective stress = stress + neutral stress
Share video on stress distribution sir
I think stress is TENSOR Quantity more than two direction
How can i contact you sir? Much needed!!
Why do we use effective stress in any analysis or shear strength calculation although pore pressure support the load ?
● answer can be, pore pressure will reduced after time as water will expel out.
But,
If water will escape out then contact area between two particles also increases and supports more load.
Then why are we using effective stress in calculations as its value will be much less than actual contact pressure?
will it not be underestimated by this approch?
I guess we use most extreme condition that will take place in soil mass. Even if pore pressure is present we consider stress generated by only soil grains which will be the most extreme condition to occur in soil mass.
Presence of pore water reduced effective stress, we know reduction in effective stress may even cause quick sand condition and ultimate deformation or even failure. That's why we consider effective stress and not total stress.
See this channel you may understand something 🙂
1.As soil solids remain constant we take effective stress in shear strength (because we cannot design a foundation bearing capacity which continuously changing)
2.iff pore pressure decreased effective stress increases (which is good).
Sir, you didn't upload some other chapter like shear strength of soil, bearing capacity etc.
We are awaiting for your videos
Amazinh
Thank you sir
But upload videos asap sir
Yeah
supper..🧡🧡
🙏
Stress=Resistance force/area .
Consolidation explain
👍
make more bideos pls sir
Capillary rise = Density × diameter/ 4 * stress * cos angle
Stres is tensor quantity sir 🤔
Sir why cant u hire some more developer so that content development can be made faster really waiting for new video
thanks .but why your soundness ,for other keep it up
Pore pressure = height/ density
Sir stress is not a vector quantity it's a tensor quantity
stress is not a vector quantity
👍