Thank u so much sir.....I have attended ur classroom classes in The Gate Academy, Pune......ur teaching is same as classroom as online..... understanding level is at it's peak 🙏🙏🙏🙏🙏🙏🙏
Same topic my Ram sir from (made easy) explain. But I'm not understanding this kind of level. You are the very very very easy to explain thank you sir,🙏
Very useful video for me I learned very essential knowledge from this your topic of soil capallirity please I request to you more video are provide related to soil mechanis ,thanks sir
All these years I blame myself for not able to grasp the concept but now I realize, it was all my fault that I was not searching for good teachers and books. Because back then lots of fake teachers was there. My interest in any subject is directly proportional to the teacher's way of teaching and intuition they created. Thank you sir for your service.
I'm a Geography student and studying Pedology chapters in Physical Geography. After watching such videos I got to know that there is Hydrology, soil science things(or applications) in Civil engineering.
what soil types or materials will have the small radius to increase the capillary height? or does the size and shape of the water container (beaker) influence the capillarity (rise o fall)?
In the previous lectures u mentioned that as the water table increases towards the ground level the effective stress decreases but here u mentioned due to capillary action of the soil effective stress increases.please kindly explain.
Saturated in the sense the voids are filled with the fluids say water ,when we talk about fully saturated they(voids) are all filled with water. Where as in the case of submergence,in general the soil is submerged in the water. Here force of buoyancy acts in this case but not in the case of fully saturated . But in both the cases the degree of saturation Sr=100%. The difference between the two cases can be explained much more in the general ways by taking examples. For instance sprinkle the water on the soil such in way that all the soil voids are filled with water here soil solids dominate fluid,this is fully saturated case. Now take another soil sample and put it in the glass of water here water dominates soil solids,this is submergence case. Here force of buoyancy acts. The soil above the water table is saturated due to capillarity but the soil below water table is submerged.
Sir mujhe ek doubt hai ... Jaise jaise sea coast k pass jayenge to effective stress badegi to vai se vaise SBC bhi badhni chahiye na To fir sea cost k pass SBC kyu kam hoti hai?
sir as u said that when water level rises in the soil effective stresses decreases so in case of capillary rise water level also rises so why effective stresses in case of capillary rise increases ?
Sir jo b vedios upload huye h gate academy k is youtube channel me ye delete to nhi honge ,ku ki mere kuchh exam gate k bad b state level k april me aur mai final revision inhi vedios ko dekhkr krunga to aise me please btaiye ye vedios rhenge n .
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Thank u so much sir.....I have attended ur classroom classes in The Gate Academy, Pune......ur teaching is same as classroom as online..... understanding level is at it's peak 🙏🙏🙏🙏🙏🙏🙏
Same topic my Ram sir from (made easy) explain. But I'm not understanding this kind of level.
You are the very very very easy to explain thank you sir,🙏
Very useful video for me I learned very essential knowledge from this your topic of soil capallirity please I request to you more video are provide related to soil mechanis ,thanks sir
Dear sir.... Outstanding..... You are real teacher......Thank you so much my dear Guru...
You mentioned a very good example, comparing the near and far coastal sand's behaviour.
You teach incredibly well sir👏
Bht hi behtarin technique h sir apke pdhane ka
Thankyou so much
Your teaching method is marveles andi starting of the topic is exellent
khartrnak teaching methodology......thanks for clearing the concept
Sir it's really mind blowing video ...really heart touching
Plzz sir makes foundation videos plzzz bcoz my ESE exam nearby ....
Awesome lecture.....sir thanx 4 giving this kind of concept's
You are such a great teacher and thank you for this explanation it is easy to now understand capillary action in soil
What a explanation sir, really wonderful
All these years I blame myself for not able to grasp the concept but now I realize, it was all my fault that I was not searching for good teachers and books. Because back then lots of fake teachers was there. My interest in any subject is directly proportional to the teacher's way of teaching and intuition they created.
Thank you sir for your service.
Thank you sir
Aaj kuch naya sikhne ko mila
Heartly thankful to u sir for giving time for us.....thank u...keep uploading videos daily
Very clear sir..super lecture..👌keep going 💓
I'm a Geography student and studying Pedology chapters in Physical Geography. After watching such videos I got to know that there is Hydrology, soil science things(or applications) in Civil engineering.
Most beautiful explanation of geotech on internet available
Sir m following ur lectures only...n gaining more knowledge ....plz try to upload more videos b4 gate exam....i beg u sir plz....
Outstanding way of teaching u are great sir
Best ho aap sir Maza aa gaya
Sir, that example of coastal area was a bullseye... wonderful, keep it going, sir
Outstanding keep going sir✍✍👏
Bhot hi bdiya h sir..
remarkable work sir
really enjoyed it full heartedly
I like your concept sir very good teaching style..
Super explanation sir
Very interesting Topic ,,,,Sir,,,,I like your way to teach.
Outstanding Explained 👌👌👌👌🙏🙏🙏🙏🙏
Outstanding way of teaching 👌👌
Beautiful example sir for capillary fringes !!!
Very nice sir ..
Thanku sir, your teaching style is best sir
Please provide us more video sir
Mind blowing lecture..tnx Sir...
Very gud sir..
Thank you sir for teaching in practical way 🙂
You nailed it sir. 👍
Superb teaching methodology sir g plzz make like geotechnical revision vedio for other subjects otherwise plzz make expected questions vedios for gate
The best teacher in the world
kindly upload more lectures of soil sir.
they are quite effective
Best concept sir hats off!!
bahut shiiii sirrr...
you have great concepts sir
Thank u so much sir
thank you so much sir it really helped a lot...
what soil types or materials will have the small radius to increase the capillary height? or does the size and shape of the water container (beaker) influence the capillarity (rise o fall)?
High quality teaching
Thanks sir, it is very helpful and concept clearing lecture
Thanks a lots sir
sir aap bahut achchha padate hai
Bahut badhiya padhate ho sir
Thanks a lot... U r the best teacher
Great work sir,,,thank you so much.
Superb Explanation Sir 👍
Very good video sir thanks for it
😘😘 awesome lecture 👍👍
In the previous lectures u mentioned that as the water table increases towards the ground level the effective stress decreases but here u mentioned due to capillary action of the soil effective stress increases.please kindly explain.
have u found the ans??
Sir shear strength ka video b bnaiye plzz...
Thank you sir very easy way understand
very nice lecture
Sir plz try to upload earlier ....ur concept z too good....plz my humble request ...plz upload earlier as much as possible
Sir could u plz tell us when the capillarity would be bad for design ?When it would be the reason for losing effective stress???
Sir, saturated and submerged ma kya difference ha
Water table k andr h soil to submerged or normal soil jisme air nhi h wet soil wo saturated
Saturated in the sense the voids are filled with the fluids say water ,when we talk about fully saturated they(voids) are all filled with water. Where as in the case of submergence,in general the soil is submerged in the water. Here force of buoyancy acts in this case but not in the case of fully saturated
. But in both the cases the degree of saturation Sr=100%. The difference between the two cases can be explained much more in the general ways by taking examples. For instance sprinkle the water on the soil such in way that all the soil voids are filled with water here soil solids dominate fluid,this is fully saturated case. Now take another soil sample and put it in the glass of water here water dominates soil solids,this is submergence case. Here force of buoyancy acts.
The soil above the water table is saturated due to capillarity but the soil below water table is submerged.
Excellent sir🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏
Thalaa! You are ultimate
Thank you sir
U r great sir thank you
Nice content sir
Sir Please Prepare Videos related to Vertical stress Distribution in soils concept...your videos are very helpful
Great sir
Helpful
Thanks Sir... Waiting for next video
Thank you sir. Next video Earth pressure
Sir plzzz upload shear strength concepts
👏🏻👏🏻 beach example 💯
Thank u sir u r best
Sir capillary height kisme maximum hoga
1- colloids
2- silt
This man completely open geotech...
What if the soil is dry? What is the value of capillary rise?
what an example sir
Sir mujhe ek doubt hai ...
Jaise jaise sea coast k pass jayenge to effective stress badegi to vai se vaise SBC bhi badhni chahiye na
To fir sea cost k pass SBC kyu kam hoti hai?
Sir as u said as water table increases towards ground level effective stress decreases but in case of capillary it is opposite...why so???
Bcz of negative pore water pressure... N water is rising against gravity
Nice sir
you talked about only Capillarity happened in partially saturated soil
Does Capillarity occurs in Dry soil???
Sir you are a real Spider-Man of civil engineering.....
sir as u said that when water level rises in the soil effective stresses decreases so in case of capillary rise water level also rises so why effective stresses in case of capillary rise increases ?
@sports 7 G watch the lecture again
Amezing
U r so amazing sir 😍😍
I have learned ram sir in this topic but sir you are so incredible
spider man example is very good for understanding the capillary effect
In which direction pore water pressure force acts?
Mja aa gya.
Capillary rise good for house foundation because effective stress is more ?
Sir jo b vedios upload huye h gate academy k is youtube channel me ye delete to nhi honge ,ku ki mere kuchh exam gate k bad b state level k april me aur mai final revision inhi vedios ko dekhkr krunga to aise me please btaiye ye vedios rhenge n .
Sir aapne btaya tha ki yadi soil fully saturated hoga to capillary rise nhi hota.
Aur sea bank to fully saturated hota hai.
To capillary effect kaise hoga?
Aur yadi capillary effect hoga to effective stress badh jayega.
Jisse settelement badh nhi jayega ??.
Yes it's also my question
Because as we go near to the sea bed bearing capacity will decrease
Sir next video upload kar dijiye plzz 🙏🙏🙏🙏🙏
Awesome
Sir how can I clear my doubts if I get while watching your videos
Best
Sir ye (pai•d) kha se aaya
Ap bhi gate doge sir?
your lecture is awesome....
But pls...try to speak in full english