You solved the 2 easy probable above the A- line you should slove atleast one problem related to below A -line and this will add some worth to your video 😊 Thank you
Thank you so much sir me kabse ese video ki talash me tha ab tak mujhe soil classification hard lagta tha Lekin Apne samjaya fir ache se samaj aa Gaya Aur video banaiye soil mechanics ke sir please
i have a soil assignment on atterberg limits, one question in particular im a bit confused on. Q) write a short summary of the soil properties and of how good is soil 2 as a subgrade material? Given i have all the results already for soil 2, how do i know how good soil 2 is as a subgrade material? and what projects in construction would clay be considered for? results were obtain by casagrande liquid limit test, cone penetration and plastic limit test.
it's Empirical.Extensive data has taken from the field by Sir,Casagrand team and plotted the graph between Ip and wL of the soil taken from the field by the best fit of line Equation has found . kind of regression analysis has carried out
Thanks brother it's informative. Can u explain how to check the mesh size if you don't have that seave. ex:- how to check 325 mesh out of 350mesh or 200mesh
You can go with Ranjan & Rao or KR ARORA..... but I would recommend to solve COACHING MATERIAL MCQS FOR PROPER UNDERSTANDING OF THE SUBJECT+ previous year’s GATE numerical...
Because A line value is Ip=0.73(Wl-20)........ and when we put Wl(liquid Limit)=20...... Ip becomes 0.....hence it starts with 20....... Hope you got it.....
Nicely done..better than many IIT professors. As they say not all scholars are good teachers
I am a sanitary engineering student and we have our midterm examination in geotech tomorrow and I learned a lot from you
nice to hear that....
Dost apne isse itni achi tarah samjaya ki ab meh plasticity chart kabi nahi bhulunga
Very nice video! Taught right from the concepts. Thanks!
You solved the 2 easy probable above the A- line you should slove atleast one problem related to below A -line and this will add some worth to your video 😊
Thank you
when you rank the types according to particle size, I think silt should come before clay..
Thank you so much sir me kabse ese video ki talash me tha ab tak mujhe soil classification hard lagta tha Lekin Apne samjaya fir ache se samaj aa Gaya
Aur video banaiye soil mechanics ke sir please
Nice to hear that....
His lactures are short bombarding of information in very short period of time........
this is very helpful video sir.
Please make a video about hydrometer test of fine soil analysis.
sure
@@Adiscience in detail
Best video of soil
Nice explained sir
Very Good Explanation 👍
Good explanation sir,,
Plz upload full video on permeability of soil
Please make videos in river training,, and canal headworks
Superb bro
make more video on civil engg. topic. your videos are very helpfulllllll
thnks...
Wow man ...teaching is equal to fire ... thanks and keep uploading more
thank you so much Adi
thanks sir for clear this important question'
Mja aa gaya sir bhut easy tha🙏🙏
Great trick 👍
Easily understand.Thanx
Thanks alot for the complete video......😍 Really i appreciate it
thanks....
Nice video sir aur eske aage ka bejey sir aap video bhut acha bnate h sir
it's in my playlist of civil engineering
Bahut acche,nice explanation......hows the josh...
Sir agr soil below A line hoga wo fir Silt ya organic clay hogi ya kaise pata chalega
Acha smjhaya apne
Fabulous job wonderful editing and keep up the good work going qnd thanks for uploading
Dil se thanku bhai awsm
Thank you bro ...good session 🙏🙏🙏
Always welcome
V good vedio thanks sir
welcome...
i have a soil assignment on atterberg limits, one question in particular im a bit confused on. Q) write a short summary of the soil properties and of how good is soil 2 as a subgrade material? Given i have all the results already for soil 2, how do i know how good soil 2 is as a subgrade material? and what projects in construction would clay be considered for? results were obtain by casagrande liquid limit test, cone penetration and plastic limit test.
Step by step video solutions
Excellent,,
Very good work sir
thnks...
Sir plzz upload more video of soil mechanics it's ur kindness.
sure...
thnku sir
Nice lecture sir
Very nice sir 😄
Fabulous
thnks...
There is no need to derive Ipc. Directly plot Lw and Ip and you get the soil type. Why compliate the steps by calculating Ipc?
A-line is Emperical??...
and What 'A' stands for?? .....
it's Empirical.Extensive data has taken from the field by Sir,Casagrand team and plotted the graph between Ip and wL of the soil taken from the field by the best fit of line Equation has found . kind of regression analysis has carried out
nice. tysm for making n sharing.
welcome...
Super sit
Step by step video solutions
Sir foundation engineering per bhi bnaiye na
Thanx yar
Great work bro!
Sir agla video kb aayega..
Thank y0u bhaiya
Awesome bro
thnks...
Behtareen
thnks
Great sir
Effective stress ke upar video banao na aadi aaap explain accha karte ho..plz
I am not uploading videos for now... As little bit busy... Hope you understand...
ADI ThE ScIeNcE GuY if it is possible then plz make it if you have time but good mentor you are all the best👌👌👌👍
Will try..... & thanks....
Thanks brother it's informative. Can u explain how to check the mesh size if you don't have that seave. ex:- how to check 325 mesh out of 350mesh or 200mesh
sir, can you please come up with the concept of Mohr's circle and shear concept of soil mechanics
sure... that's really an interesting concept.... I was also thinking of making the video on it....
Love you Bhai
Nice video
thnks...
Sir
What is the angle of A-line drawn from WL 20?
That’s very simple .... try to find Ipc at particular Liquid limit ... then use tan(x) = (Ipc/Wl-20) u will eventually get you angle
What is use of soil classification
Bhai thanks 😊
Consistency limit ka video upload kare sir
Thanks sir for making this
My pleasure...
Maza aagya nice bro..
thnks...
Incredible
Thanks 👍 sir .
Sir...it was nice video
Plz tell me is organic soil is same as organic clay??
thanku sir awesome teaching.
welcome....
Hlo... What abt next videos....
Very good sir bt thumbnail is going on mid part of screen. This is irritating
sir soil ke video aur upload karo ......
helo....how can we classify whether coarse grain is silt or clay with percentage fineness
watch the second part for it .............. It's in my playlist Civil engineering
Suppose liquid limit lies exactly on 35 or 50 ....how I denote soil type
kudos🙌
good yar
Is sand fine grained or coarse grained soil?
It’s coarse grained soil
Please suggest me some books of soil mechanics to practice numerical problems as i am a BTech student
You can go with Ranjan & Rao or KR ARORA..... but I would recommend to solve COACHING MATERIAL MCQS FOR PROPER UNDERSTANDING OF THE SUBJECT+ previous year’s GATE numerical...
Where I can get the materials?
Awesome
Aap ab lecture nahi lete kya
Hmm band kar diya….
Plasticity graph ko 20 se kyo lete hai
Great explanation
thanks....
Thank you sir ji
welcome...
👌🙏
Good morning bhaiya
Good morning DURGESH.....
Can you cover all syllabus of gate..
sure...
you are helping students like us who self preparing for gate.. thank you..
All the best!!!
Thanks you sir
welcome...
Why the A line starts from 20 ? Why not from 10 ?
Because A line value is Ip=0.73(Wl-20)........ and when we put Wl(liquid Limit)=20...... Ip becomes 0.....hence it starts with 20.......
Hope you got it.....
Sir more video upload in problems
Bhai thank's
Welcome
❤❤
aage ke lecture kese dekhe
In my video playlist...
Sir esse aage ki video toh dijiyega plzzz
Check in my playlist.... Or search part 2 in TH-cam....
ADI ThE ScIeNcE GuY sir na aapki playlist me mil rha na u tube pr
Sir Ip ki value calculate Karne se koi fayada nahi huwa
soil ke all lession ka video upload kariye
Hummm.... It will take time because these days I am Not making videos..... But soon I will be back...
Smj nhi aarha bhaiyaji
make video on classification of animals and plants today pls
nice work bro very help full
can i get your contact info i have some doubt
please could you do it in english??....or add english subtitles
Could you please add subtitles?
I like the video is good for us
Niceeee
thnks...
Bhai bahut fast ja rahe ho thoda sa ruk ke acche se samjhao kuchh bhi samajh mein nahin a raha hai
I p = 0.73(wl-20) derive
watching in 2022
sir try to teach in english of every topic