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
Hi …. I was hoping you’d respond this question? Why do geotechnical stress calculations often focus on a single point load (like in the Boussinesq equation) rather than directly analyzing the total stress over a distributed area or surface? Since real-world loads are not applied at a single point, what is the practical value of calculating stresses at a single point? How are these theoretical point load solutions applied to calculate the actual stresses beneath a loaded area in real engineering problems? Thanks
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.
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).
Very best explaitation in history of all coaching institutes
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
th-cam.com/video/de52dKyHmYk/w-d-xo.html
Next level teaching ability best ever teaching on TH-cam 👌
OMG YOU ARE AMAZING!!!!!!!!! THANK YOU SO MUCH FOR SUCH CLARITY AND VIVID UNDERSTANDABLE IMAGES!!
Most amazing and best for soil mechanics..!!
Clear and visually effective explanation! Thank you Sir!
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
Thank you for such wonderful way of teaching style.
Very nice explanation with vivid drawings
I love to learn soil mechanics from this channel
Best explanation ever for effective stress.
Very good and clear explanations. Thanks a lot sir.
Nobody can explain like you sir🙂
Thankyou so much @Elementary Engineering ❤️
I love your videos. God bless you!
God Bless you too.
As a Civil engineer i find this helpful thank you
sir if possible then, please upload a video for stress distribution in soil. Thank you.
As always great explanation sir
Amazing sir. understood so well. thankyou so much
Great work
Thank you so much for the great video! It is good to review these things from time to time!
Crystal clear sir 👌👌👌
amazingly explained!
Hi …. I was hoping you’d respond this question? Why do geotechnical stress calculations often focus on a single point load (like in the Boussinesq equation) rather than directly analyzing the total stress over a distributed area or surface? Since real-world loads are not applied at a single point, what is the practical value of calculating stresses at a single point? How are these theoretical point load solutions applied to calculate the actual stresses beneath a loaded area in real engineering problems? Thanks
Thanks very much. This was very helpful 😊❤️
Please upload all civil engineering subjects like this we want more from u
Very easy to understand thank you!
Aap babut achha smjhate hain
Well explained sir👏👏👏👏
Waiting for more videos
It is simply amazing
Please upload new videos faster somehow got addicted to your videos 😝
Keep it up .
Wow, best explanation ever!!
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).
thankyou sir
godbless you and your entire team
Excellent explanation...sir plz make videos on compaction of soil
Great expalination. thank you
Loved the explaination, after lots of days, saw a video with 0 dislikes
Thank you so much sir........
thank you its very helpful
Want to see your app.. in play store which would help us more in learning and understanding concepts...keep growing and thankyou again ❤️
Great explanation thanks alot
I think stress is TENSOR Quantity more than two direction
Thank you
Please make videos of other subject as well 👏👏
Please do videos on remaining topics
Thank you so much
Share video on stress distribution sir
How can i contact you sir? Much needed!!
Thank you, effective stress = stress + neutral stress
Thank you very much sir
Love u sir keep on going
Well done sir
great sir
THANK YOU FOR THIS VIDEO :-)
Sir, you didn't upload some other chapter like shear strength of soil, bearing capacity etc.
We are awaiting for your videos
God bless you sir
God bless you too. :)
Consolidation explain
Thanks !
Thank you sir
But upload videos asap sir
thanks .but why your soundness ,for other keep it up
Thankyou.
Stres is tensor quantity sir 🤔
Capillary rise = Density × diameter/ 4 * stress * cos angle
Nice
Thank youuu
Great 🔥
make more bideos pls sir
Sir why cant u hire some more developer so that content development can be made faster really waiting for new video
Awesome
👍
Great great
Yeah
Amazinh
supper..🧡🧡
🙏
Pore pressure = height/ density
Sir stress is not a vector quantity it's a tensor quantity
stress is not a vector quantity
Thank you sir, it's a nice Lecture!
👍