Sir, according to the limitations the correct value of shear stress and nominal stress cannot be determined by this test because the area of the sample get deformed. But in IS:2720 part 13, a formula for corrected area is given which can be used to get right values of shear stress and nominal stress.
Thanks sir extraordinary sir please upload videos on foundation engineering concepts on slopes, earth pressure and pile foundation sir please upload sir ... thanks sir
The normal load is not added gradually. A certain value is applied and it is left unchanged for a specific reading. For the next reading, the normal load is varied.
The principal stresses at a point are sigma1= 250MPa and sigma 2=120 MPa (a) Determine the (i) mean stress, (ii) differential stress, and (iii) deviatoric stress. (b) Using the Mohr circle below, what are the values of the normal and shear stresses acting on two planes whose normals are inclined at: (i) 0 degrees to the sigma 1 direction? What quantity does this point represent? Based on your calculations, do these results make sense with the orientation of the plane relative to sigma1? Explain. (ii) 45 degrees to the sigma1 direction? What quantity does sigma n at this point represent? (c) Using the Mohr circle below, what are the values of the normal and shear stresses acting on two planes with normals inclined at: (i) 60 degrees to sigma1 direction? (ii) 90 degrees to sigma1 direction? What quantity does this point represent? Based on your calculations, do these results make sense with the orientation of the plane relative to sigma1? Explain. Can any one help me with this
sir u have told to take positive sign for compression of volume of soil. But during the graph u have taken negtive sign for compression of vol of soil @30.45
Hi, I am not clear about the expansion that occurs in the dense soils after the max shear strength is obtained. When the soil is being compressed horizontally and vertically, how come the soil gets expanded due to the rolling of particles over another? Please help.
I really liked this video. Very detailed teaching with relevant reason of happening things. you have covered each and every aspect of topic.
Thanks sir please uploaded more videos...atleast 02 videos per day...ur explanatios are very clear and understandable
Sir plz complete Foundation engg too ur explanation is quite amazing
Totally love your lectures. Plz do shallow n deep foundation.Ty
I am BTech 2nd year student ...your videos are just amazing sir ..it helps me a lot
Excellent lecture sir tq soo much please continue daily lectures...
kaash 10 billions like ka button hota... really love the way you clear the concepts.
Sir, according to the limitations the correct value of shear stress and nominal stress cannot be determined by this test because the area of the sample get deformed. But in IS:2720 part 13, a formula for corrected area is given which can be used to get right values of shear stress and nominal stress.
One of the best teacher ever I met
We r now depended on u plz complete it we r supposed to give 2020
foundation eng too bro
Pahli baar aisa clear kisi ne bataya hai..grt job sir..
sir ka padhane aur samjhane ka tarika bahut khoob best teacher
Outstanding way of teaching
Thank you so much sir for wonderful explanation.Enjoyed this lecture.
Your wisdom is amazing sir :)
Thank you so much...you are just simply brilliant
🤭🤭🤭
😅@@sajminmily9772
thnku sir ..pls sir complete this subject before gate exam.... thnku again
SIR u board work is EXCELLENT
guru ji ko naman bht gazab padhate h sir aap.tq
Thanks sir extraordinary sir please upload videos on foundation engineering concepts on slopes, earth pressure and pile foundation sir please upload sir ... thanks sir
no
Excellent sir.... really very well explained by you sir.... thanks sir...
The normal load is not added gradually. A certain value is applied and it is left unchanged for a specific reading. For the next reading, the normal load is varied.
Explained really well sir. Thanks a lot.
Thank you sir your explanation 👍👍👍👍👍
Thanku so much sir
Your lecture is the best sir
Waiting next test sir
thanks sir please upload 2 or 3 vedios per day because too near the gate 2020 exam sir
Thankyou sir for this helpful video i cleared all concepts 🙂
Well explained! Thank you
Amazing sir kiya samjya hai sir aapne 🫰🥹☺️
Thank you sir 😊😊
Sir, one doubt ...
If this test (DST) has limitations then why at some labs this test is to perform and why it is still using to determine C & phi?
Very nicelt explained sir. Thank you so much
😘 Best teacher and concepts. Masha Allah
As always best. Would love to get your supervision if I get a chnace
Sir liquid limit and plastic limit par lecture pls
Very nicely elaborated sir
No words for sir,s talent
Clear Explanation
Sir RCC ke bhi lecture upload kijeye
😀
Very good explanation sir ❤️
Bahut achhe se samaj aaya sir
Thankyu so much sir
Woow amazing teacher...
We really enjoy your lecture sir
You are amazing 💕
Your lecture is superb sir.... as like IIT professor..... thnks sir....
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@@LALITKUMAR-oz7rl From JU West Bengal
Mind blowing great sir
👍 👍 best👍 👍 Thanks
The principal stresses at a point are sigma1= 250MPa and sigma 2=120 MPa
(a) Determine the (i) mean stress, (ii) differential stress, and (iii) deviatoric stress.
(b) Using the Mohr circle below, what are the values of the normal and shear stresses acting on two planes
whose normals are inclined at:
(i) 0 degrees to the sigma 1 direction? What quantity does this point represent? Based on your calculations, do
these results make sense with the orientation of the plane relative to sigma1? Explain.
(ii) 45 degrees to the sigma1 direction? What quantity does sigma n at this point represent?
(c) Using the Mohr circle below, what are the values of the normal and shear stresses acting on two planes
with normals
inclined at:
(i) 60 degrees to sigma1 direction?
(ii) 90 degrees to sigma1 direction? What quantity does this point represent? Based on your calculations, do
these results make sense with the orientation of the plane relative to sigma1? Explain.
Can any one help me with this
Sir plz continue.
Thank you so much sir
you make fun of tough and tidious subjects you are best for bpl college students like us.
Third limitation of the test broke my heart 💔
Super lecture
Sir plzzz uploaded remaining classes in soil mechanics
Thanks sir
You are amazing sir ji
I like every video of yours
very helpfull
Sir please gate ka numerical solve ka video banaye shear strength of soil ke please sir
Thank You soo muchhhhhhhh Sir ❤️
Sir ap ssc mains k liye bhi lactures dete ho kya
Awesome video
This is a movie ❤
Suberb lecture
yes sir
sir when will you upload other next videos??
sir u have told to take positive sign for compression of volume of soil. But during the graph u have taken negtive sign for compression of vol of soil @30.45
Sir if we not provide the porous plate then also water can escape from the soil..then why porous plates are provided?
Sir plz rcc ke video bhi upload kar dijiye,!!
Sir foundation engineering bhi start kijiye....
Thanks sir👍
Sir ye direct shear test ka ye diagram diploma k ppr m bhi bna skte hai kya
Wonderful sir
Super 👍
Great sir ❤️🙏🏼
Gazab ❤️❤️❤️🔥🔥🔥🎉🙏
Which shear test is used for coarse grained gravels ?
Very nice
Thanks
Tysm for this video,sir! 🧡🧡🧡
Lecture 2 available nhi hai
is there a way to get this in english. Thanks
sir what about the proving ring in dst
Thank you.
What is the function of proving ring?
Please upload that video
Waiting for triaxial test video
sir ispe ek numerical kraye plz
Try to teach in english... I'm from south I can't understand hindi nd we dont have any youTube channel about civil..
Yes
Sir foundation engineering ka v video uplode kr djye please
Happy teachers day sir😇🙏 thnxxx for your wonderful and very helpful lecture
Sir plz upload nex videos....
Sir,
In direct share test
Angle between shelar stress and normal stress is 2phi?
....
0
Thnxxx sir
sir plz upload foundation engg crash course
Hi, I am not clear about the expansion that occurs in the dense soils after the max shear strength is obtained. When the soil is being compressed horizontally and vertically, how come the soil gets expanded due to the rolling of particles over another? Please help.
Thodi c book b dekh lo bhai 😂 🙏
After learning all these things, at last we found that all values are incorrect then what is the profit of learning this nonsense things.
Sir lacture 3 kidhar hai
Geotech apko follow karyi hai sir
Sir question solve nahi ho rahe hai
🙏🙏🙏🙏