Total Stress, Pore Water Pressure and Effective Stress | Lecture 7 | Geotechnical Engineering
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- Опубликовано: 4 окт 2024
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Thanku so much sir ..
Your lecture is more helpful for exam
Bahut dino ke bad aj sir effective stress clear hua h sir very... Thank you sir
Thnku sir...
It looks like .we are in class ...
Well explained....
One of the best explanations I ever heard..Thank you
Absolutely fine and clear explanation 👍.
Very nice explaination
You are simply amazing. Thanks a lot!
Good explanation..... So much helpfull
Excellent explanation
অসংখ্য ধন্যবাদ sir.Really very good explanation. আমি খুবই উপকৃত হয়েছি।
Very helpful
Sir please do videos on seepage Analysis
Thanku sir i admire ur way of teaching.
Tahnk you so much sir God Bless you !!!!!!!!!!!!!!
Cutest teacher 😘😘☺️
short and conceptual vdo like it sir
Most impact Lecture
Thanks sir ,for such nice explanation 🙏
Thank you Sir
Awsme sir
Helpful session sir
great explaination
badhiya bataya he
awesome awesome awesome lecture ever 👍👍👍
Best soil mechanics lectures series ... Thanqu so much sir
a big thanks to gate academy ...
Awesome
Thanks u sir ji...🙏🙏🙏🙏🙏
Thanks sir..
Well explain.
Sir , are pore water pressure and buoyant force same
Great explaination sir thank you so much
Thank you so much sir!
If u won't mind telling your daily routine..I am your huge fan..
Sir I am from ace engineering academy sir but I am not understand such a simple concept in my coaching
But your explanation and way of teaching is very good sir thank you sir.
Civil ka kitna baje class chalta hai sir
Your lecture is truly awesome......fine and clear explanation. Thank you very much sir
Sir u explained every aspects of this concept absolutely fantastic. Thanks sir
Informative..
Thanks a lot sir
sir plz make a vedio about foundation
Nice sir
Awesome explanation..
Awesome explation all concept clear... Thankyou so much sir
The best teacher in the world love from china
sir where can i find private videos from your channel and also your complete recorded lectures.
GOOD yeh concept whiteman wala mere coaching ace mei bhi ni padhaya tha
GOOD Explanation, Thank You Sir!
Thank you so much sir❤️❤️
Gajab .!! Sir
Sir ekdm mst smjhaya aapne
Thanku so much sir
Thank you very much for this lacture
thanks sir ji
I like you teaching
You understood me very well
Excellent sir u are helping million s of civil students for that my thanks and keep on lecturing new topics and also give lecture on gate topics
nice understanding sir
Nice explained 👍
Good Explanation 👍
Sir please make videos related to vertical stress distribution
Super 👍
Thanku sir☺
sir ur taking contact area is very small that means it is zero..if contact area is negligible then how can we take contact force fc it is negligible then we take zero na sir...please clarify my doubt sir
Ghouse Babu there will be number of points where contact between particles will occur.
Since each small contact will give resistance against applied load.
Contact area can be ignored but resistance offered can not be.
Because if we ignore contact pressure in dry soil then total resistance would be zero therefoe it would show large settlement due to small value of applied load. But it never happens.
Therefore we can't ignore contact pressure.
Here in this lecture I have not ignored contact area....
I have ignored ratio of contact area and total cross sectional area, which was very less.
Force P is the load applied anyways from above😂 that then converts to contact load after it comes in contact, lol if we assume it As zerO fir to gate Me ham hi Hero✌✌😂
@@amitzarola9543 tq soo much sir for clearing my doubt please continue lectures sir your teaching is v good sir clear explaing the concept tq sir..
@@amitzarola9543 thank you sir for your explanation in the comment and also to the content which you have provided in the lecture
Literally,thanks a lot sir,your way of teaching is better 😃
Significant
Plz gives shear strength of soil gate academy
Sir Kindly provide me the link of Lecture of Earth Pressure ,
एमेजिंग ❤
Thanku sir..lecture class was clearly understandable..
Sir please strength of soil or slope stability ke videos net per daldeto to achha rahata
Sir sorry sir mai Nepal se hu esle Hindi accha se nahi bolpate hai
The principle of effective stresses applies only to normal stresses
and not to shear stresses. Sir Why?
Shear stresses do not affect the contact forces between soil particles directly, as they act parallel to the surface and cause soil particles to slide or deform relative to each other. Shear stresses are not affected by the pore water pressure in the same way as normal stresses, and therefore the principle of effective stresses does not apply to shear stresses.
I wish it should have subtitles
Sir ........u=ywg hona chahiye na
Nice स्र
I didn't got the last 2-3 lines
Sigma bar = F/A but not meaningful then why we studying it and what the lambe and Whiteman done if there is no use of it 🤷🤷🤷 can anyone explain clearly 🤔🤔
Apne mistri ko sab pata hota hai
Tomorrow is exam ...
And I m listening tonight 😂😂😂😂😂
12:11 pe pore water pressure ka effect upper ki trah hi Kyu liya hai?
Jab Baki soil ka stress niche wale direction me liya h???
Buoyancy
12:30
Didnt get u sir either u are making things complex or i am unable to understand.
Sir!!! Please Convey the Shortcut trick to remember Both Bossensq's equation & Westergard's equation for All types of Load on the soil
are you switching off between languages in this video?? i cannot understand half of what you are saying
55
up m9
You are teaching the world not only Indians. Try by all means to use English.
Sir make videos in English please
Tha hindi
noice
change your channel name to gate acadamy hindi
English please..not every indian speaks hindi
U cant speak english?
Great sesssion sir
Thanks... Sir ...
The way you explained is amazing 👌🏼
Thank You sir
Thanks sir for all your efforts...
Thanku so much sir
Thank you so much sir
Thanks sir
Thank you sir
Thank you sir
thank you sir
Thankyou sir
Thank u sir