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.
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 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..🙏🙏
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 !
The soil is fully saturated. So the concept of capillary action cannot be applied here since capillary effect can only be seen in partially saturated soil as taught by Sir in lecture 10.
Ab tak aisa koi topic nhi jo aap k vdo se clear na hua ho ❤❤.
Thanks Sir g
ApKa video to aisa aya h jaise pyase ko pani milta h ! Waited for itttt ✌😂😂 thankyou sirji
Thank u sooooomuchhhhh sir...ye topic difficult lgta tha mujhe hmesha se...
Thanks to Zarola Sir, Dhande Sir, Gate Academy... 💓💓💓
Sir..jaldi jaldi sab cover krdijie..... Waiting eagerly...
And most importantly...I love you sir....kash B tech me apko dekhkr sikhta
24.00 sir apne bahut acche se samjhaya h... Tnq
Best teacher for geotech i have ever seen in my life
Vishal bhatt ko dekhe ho kabhi
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
Mind blowing explanation
had headache trying to learn from book and got here and understood ....best of the best.. thankyou
Sir g very easy understanding language soil mechanics.... teaching...... Thanks sir
Very clearly all concept in all topic of geotechnical part. Thanx sir.
Sir your teaching style is awesome really
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
khurmi ki book me ans glat diya tha
so aapke video se sb clear ho gya
I appreciate your work sir
sir you are very good learner
Thanks sir . We are expecting some gate level questions from you in next lecture from this topic.
Please continue sir according seepage
Very very fantastic lecture. Thank u sir
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
Thanks sir
Superb coaching
God bless you.
sir jaldhi course krvhaooo
Sir aabhi video banaye na ...plz on other subject jaise enivornomental engg and others....awesome sir
Sir, How the pore water pressure is taken in upward direction ?
Same doubt
Awesome sir
Thank you so much sir 🙏🙏
Sir please do video on consolidation
Important lecture for me thanks sir g
Legend ✍️
thank you so much for the good explanation. :)
Good morning sir
sir please continue daily lectures
j
Sir provide quick revision of Environmental engineering...it consist high weightage in GATE.
Sir pls provide quick revision of enviro and open channel....
From where we can get the pdf of this lecture?
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
Due capillary action water flow upwards there effective stress increase .why here in upward flow it decreases?
@11.08 Sir U told below water table soli is saturated,but in which Position of water table we will take ¥sub.
Thank you so much sir... Selection k baad ek baar apse jarur milunga 😍😍
Hua bhai selection??
@@arnabbiswas0205 haan bhai nbcc me but join nahi kiya
@@virrawat07 👍
Sir I think effective stress is total pressure on the soil plus pore pressure
Sir transportation pr bhi revision video please
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 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 why z is measured from top of soil
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 environment ka vi video bana dije
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 .
The soil is fully saturated. So the concept of capillary action cannot be applied here since capillary effect can only be seen in partially saturated soil as taught by Sir in lecture 10.
👍👍
sir can u please upload videos for some more topics???
🙏🙏🙏
Y all your videos are in hindi... Don't you know English
Thanks sir ji
Great sir
Thank u sir
Thank you sir
THANKS SIR....
Thank you sir
Thank you, sir
Thank you sir
Thank you sir