Effective Stress Principle

[@hansrajchoudhary6205]

Very best explaitation in history of all coaching institutes

[@rahulbhattacharjee3867]

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

[@risingcenterneetjee]

Full soil kzbin.info/www/bejne/mpaYY5eBrq2gj80

[@ajaydaksh473]

Next level teaching ability best ever teaching on KZbin 👌

[@nab004]

OMG YOU ARE AMAZING!!!!!!!!! THANK YOU SO MUCH FOR SUCH CLARITY AND VIVID UNDERSTANDABLE IMAGES!!

[@rajshaktidigital2014]

Most amazing and best for soil mechanics..!!

[@FilmonAron-qx4gg]

Clear and visually effective explanation! Thank you Sir!

[@fahimahmedbhuiyan2252]

Explaining quality and bases of concepts of the topics of each video make this channel worth million subscribing.

[@1fecofilms]

As a Civil engineer i find this helpful thank you

[@NoHandle689x]

Best explanation ever for effective stress.

[@nayanprajapati496]

Best way to learn soil mechanics . Thanks sir for making it so simply understandable. Please bring more lectures and also different subjects

[@rajshaktidigital2014]

I love to learn soil mechanics from this channel

[@fo-10sachidanandsharma48]

Nobody can explain like you sir🙂

[@paporibaruah7674]

Thank you for such wonderful way of teaching style.

[@emmanuelkadala76]

Very nice explanation with vivid drawings

[@Civilblessed]

Thankyou so much @Elementary Engineering ❤️

[@sonartori8752]

Very good and clear explanations. Thanks a lot sir.

[@rahul1268]

As always great explanation sir

[@starynoon8084]

I love your videos. God bless you!

[@ElementaryEngineering]

God Bless you too.

[@shashikantpandey7450]

sir if possible then, please upload a video for stress distribution in soil. Thank you.

[@gouravjaiswal4616]

Amazing sir. understood so well. thankyou so much

[@GenaEnSamIAm]

Thank you so much for the great video! It is good to review these things from time to time!

[@thetennerz6093]

amazingly explained!

[@iamcivilengineer7410]

thankyou sir godbless you and your entire team

[@engrallahjuriodahri9034]

Great work

[@kirandasari39]

Please upload all civil engineering subjects like this we want more from u

[@Pawan-rn6nr]

Aap babut achha smjhate hain

[@ArnoldNatasha-f6f]

Very easy to understand thank you!

[@adept4666]

Wow, best explanation ever!!

[@CIVILJACKSON]

Crystal clear sir 👌👌👌

[@lilbykings]

Thanks very much. This was very helpful 😊❤️

[@k283535]

Loved the explaination, after lots of days, saw a video with 0 dislikes

[@rahulg.c4861]

Great expalination. thank you

[@hobbieswithtushar2976]

thank you its very helpful

[@satyahisanatan12816]

Well explained sir👏👏👏👏

[@yashaswinitg1872]

Excellent explanation...sir plz make videos on compaction of soil

[@ershadaria9339]

Waiting for more videos It is simply amazing Please upload new videos faster somehow got addicted to your videos 😝

[@meetpatel-lf8dh]

Keep it up .

[@milansorathiya7617]

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?

[@shreeshelar4370]

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.

[@_FindYourSoul]

See this channel you may understand something 🙂

[@_FindYourSoul]

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).

[@srikanthbollampally301]

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

[@Civilblessed]

Want to see your app.. in play store which would help us more in learning and understanding concepts...keep growing and thankyou again ❤️

[@ganeshsuryawanshi7801]

I think stress is TENSOR Quantity more than two direction

[@SumitPaudel]

Thank you so much sir........

[@alideep9656]

Thank you

[@marionmutwota2498]

Great explanation thanks alot

[@emmanuelkadala76]

Thank you so much

[@elvin569]

Please make videos of other subject as well 👏👏

[@charanjayachandran6187]

Thank you very much sir

[@spurthichadharam9144]

Thank you, effective stress = stress + neutral stress

[@prashanthnalla1266]

Please do videos on remaining topics

[@dheerajchachan1650]

Love u sir keep on going

[@seithatiratau4077]

THANK YOU FOR THIS VIDEO :-)

[@ashishkr.841]

great sir

[@sohad001]

God bless you sir

[@ElementaryEngineering]

God bless you too. :)

[@Szhihihihihihi]

Thanks !

[@saranyasivakumar7139]

Share video on stress distribution sir

[@PranshuMehra735]

How can i contact you sir? Much needed!!

[@sahilnanda5612]

Well done sir

[@ask-wj2pf]

Thankyou.

[@saikrishna-zl1xi]

Thank you sir But upload videos asap sir

[@amitdas0]

Sir, you didn't upload some other chapter like shear strength of soil, bearing capacity etc. We are awaiting for your videos

[@spurthichadharam9144]

Capillary rise = Density × diameter/ 4 * stress * cos angle

[@regine12]

Thank youuu

[@kiranmehra7091]

Nice

[@Shivakumar-dq9xl]

Consolidation explain

[@rahul1268]

Sir why cant u hire some more developer so that content development can be made faster really waiting for new video

[@teddymahtebe514]

thanks .but why your soundness ,for other keep it up

[@aryankhare4031]

Stres is tensor quantity sir 🤔

[@razzpiyushmehta3905]

Great 🔥

[@bhaweshkumarmahishwar3852]

Awesome

[@dheerajchachan1650]

Great great

[@PankajSingh-yh8vq]

make more bideos pls sir

[@amanborasi2183]

supper..🧡🧡

[@violetakoth8360]

Yeah

[@spurthichadharam9144]

Pore pressure = height/ density

[@mohammadasad3797]

Sir stress is not a vector quantity it's a tensor quantity

[@innovativethinking857]

👍

[@abhimanyusinghrathore3448]

stress is not a vector quantity

[@dheerajchachan1650]

Amazinh

[@ashishsharma-ep4vm]

🙏

[@santhoshsivanp355]

Thank you sir, it's a nice Lecture!

[@Dmji99singh]

👍