Effect of Seepage On Effective Stress | Lecture 13 | Geotechnical Engineering
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- Опубликовано: 17 янв 2019
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ApKa video to aisa aya h jaise pyase ko pani milta h ! Waited for itttt ✌😂😂 thankyou sirji
Ab tak aisa koi topic nhi jo aap k vdo se clear na hua ho ❤❤.
Thanks Sir g
Sir..jaldi jaldi sab cover krdijie..... Waiting eagerly...
And most importantly...I love you sir....kash B tech me apko dekhkr sikhta
Thank u sooooomuchhhhh sir...ye topic difficult lgta tha mujhe hmesha se...
Thanks to Zarola Sir, Dhande Sir, Gate Academy... 💓💓💓
had headache trying to learn from book and got here and understood ....best of the best.. thankyou
Thanku so much sir ....your lecture is more helpful for exam.. Please sir provide us more lecture in Geotechnical engineering...
And Revision Environment and highway engineering .....
Thanku sir
Sir I really like your videos, however ,may you please present them in English or add subtitles when you code switch, please Sir, for the sake of the international community. Thank you.
🥵
Sir is great
Thanks sir . We are expecting some gate level questions from you in next lecture from this topic.
Best teacher for geotech i have ever seen in my life
Vishal bhatt ko dekhe ho kabhi
khurmi ki book me ans glat diya tha
so aapke video se sb clear ho gya
Very very fantastic lecture. Thank u sir
Very clearly all concept in all topic of geotechnical part. Thanx sir.
24.00 sir apne bahut acche se samjhaya h... Tnq
I appreciate your work sir
Sir g very easy understanding language soil mechanics.... teaching...... Thanks sir
Mind blowing explanation
happy to watch this lecture sir.i want more videos on soil mechanics n foundation Engineering watt a teaching method i loved it very much
thank you so much for the good explanation. :)
Sir your teaching style is awesome really
Please continue sir according seepage
sir jaldhi course krvhaooo
God bless you.
Sir aabhi video banaye na ...plz on other subject jaise enivornomental engg and others....awesome sir
Thank you sir
Awesome sir
THANKS SIR....
sir you are very good learner
Thank u sir
Superb coaching
Thank you so much sir 🙏🙏
Thank you, sir
Great sir
Thanks sir ji
Important lecture for me thanks sir g
Sir when fotmulaize for effective stress at any section x-x , can we do
(height of soil at x-x)unit weight of water - seepage pressure
Sir, How the pore water pressure is taken in upward direction ?
Same doubt
Sir please do video on consolidation
Sir provide quick revision of Environmental engineering...it consist high weightage in GATE.
Due capillary action water flow upwards there effective stress increase .why here in upward flow it decreases?
Legend ✍️
Sir jab pint A and B ke middle me one layer considure kiya jaye to es layer par effective stress kya hoga??? Please sir kisi bhi case ko lekr yek video or bna deejiye..🙏🙏
Sir pls provide quick revision of enviro and open channel....
@11.08 Sir U told below water table soli is saturated,but in which Position of water table we will take ¥sub.
Sir transportation pr bhi revision video please
From where we can get the pdf of this lecture?
sir please continue daily lectures
j
Good morning sir
Pore water pressure acts on all the direction but why it is considered @12.55 that it is acting in the upward direction. Explain please sir
Sir I think effective stress is total pressure on the soil plus pore pressure
Thank you so much sir... Selection k baad ek baar apse jarur milunga 😍😍
Hua bhai selection??
@@arnabbiswas8983 haan bhai nbcc me but join nahi kiya
@@virrawat07 👍
sir can u please upload videos for some more topics???
Sir 2-2 per pore water pressure me seepage pressure q consider nhi Kiya. Upward and downward flow condition me.
Sir plz reply me.
🙏
Section 2-2 ke upar soil hai hi nahi bhai...isiliye consider nahi kiya kyun ki seepage pressure soil mein hota hai...
👍👍
🙏🙏🙏
sir environment ka vi video bana dije
Sir why z is measured from top of soil
Mja a gya sir
Very nice concept
Respected sir, i have a doubt in this video that,
I'm thinking that upward flow condition of water through soil means the water is showing the capillary action on the soil. If my thought is correct, then the capillary action of water will increase the total effective stress of the soil, (which was taught by you in the capillary effect video) but here in this video at the case 3 condition (upward flow condition) the total effective stress was decreasing. How this decrease will possible ?
If my learn from the video was wrong, then please forgive me !
In fully saturation soil capillary effect will not occur .
Y all your videos are in hindi... Don't you know English
Thanks sir
Thank you sir
Thank you sir
Thank you sir