Direct Shear Test and It's Limitations | Lecture 33 | Geotechnical Engineering
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- Опубликовано: 11 окт 2019
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Sir plz complete Foundation engg too ur explanation is quite amazing
Thanks sir please uploaded more videos...atleast 02 videos per day...ur explanatios are very clear and understandable
I really liked this video. Very detailed teaching with relevant reason of happening things. you have covered each and every aspect of topic.
We r now depended on u plz complete it we r supposed to give 2020
foundation eng too bro
Totally love your lectures. Plz do shallow n deep foundation.Ty
Thank you so much sir for wonderful explanation.Enjoyed this lecture.
I am BTech 2nd year student ...your videos are just amazing sir ..it helps me a lot
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.
Your wisdom is amazing sir :)
kaash 10 billions like ka button hota... really love the way you clear the concepts.
Excellent lecture sir tq soo much please continue daily lectures...
Pahli baar aisa clear kisi ne bataya hai..grt job sir..
Well explained! Thank you
One of the best teacher ever I met
sir ka padhane aur samjhane ka tarika bahut khoob best teacher
Much helpful video.. Thank you so much!
Bahut achhe se samaj aaya sir
Thankyu so much 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
Excellent sir.... really very well explained by you sir.... thanks sir...
Thank you so much...you are just simply brilliant
🤭🤭🤭
😅@@sajminmily9772
We really enjoy your lecture sir
SIR u board work is EXCELLENT
Explained really well sir. Thanks a lot.
Thanku so much sir
Your lecture is the best sir
Waiting next test sir
No words for sir,s talent
guru ji ko naman bht gazab padhate h sir aap.tq
Very nicely elaborated sir
Very well explained
Thank you sir your explanation 👍👍👍👍👍
Mind blowing great sir
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
Sir plz continue.
Thank you so much sir
Great sir ❤️🙏🏼
thnku sir ..pls sir complete this subject before gate exam.... thnku again
Tysm for this video,sir! 🧡🧡🧡
Outstanding way of teaching
Wonderful sir
Very good explanation sir ❤️
You are amazing sir ji
Thank you professor
Thanks sir👍
Thank you sir 😊😊
Thank you so much sir g...
very helpfull
Thankyou sir for this helpful video i cleared all concepts 🙂
Thank you.
Thank you so much sir. This lecture was very helpful. 🙏🙏
Thank u Sir
Woow amazing teacher...
Sir RCC ke bhi lecture upload kijeye
😀
Awesome video
Thanks sir
Very nice
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.
Suberb lecture
Thanx sir
Gazab ❤️❤️❤️🔥🔥🔥🎉🙏
👍 👍 best👍 👍 Thanks
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
You are amazing 💕
Amazing sir kiya samjya hai sir aapne 🫰🥹☺️
Super lecture
Thankyou very much sir
Sir ap ssc mains k liye bhi lactures dete ho kya
Thank you Sir 👌👌👌👌👌
Thnxxx sir
😘 Best teacher and concepts. Masha Allah
sir what about the proving ring in dst
Thank You soo muchhhhhhhh Sir ❤️
thanks sir please upload 2 or 3 vedios per day because too near the gate 2020 exam sir
Super 👍
Thank you
Which shear test is used for coarse grained gravels ?
Thanks
Sir liquid limit and plastic limit par lecture pls
As always best. Would love to get your supervision if I get a chnace
I like every video of yours
Lecture 2 available nhi hai
Sir plzzz uploaded remaining classes in soil mechanics
Sir plz rcc ke video bhi upload kar dijiye,!!
sir when will you upload other next videos??
Your lecture is superb sir.... as like IIT professor..... thnks sir....
hii arijit where are you from
@@LALITKUMAR-oz7rl From JU West Bengal
Sir foundation engineering bhi start kijiye....
Sir please gate ka numerical solve ka video banaye shear strength of soil ke please sir
What is the function of proving ring?
Sir ye direct shear test ka ye diagram diploma k ppr m bhi bna skte hai kya
Sir if we not provide the porous plate then also water can escape from the soil..then why porous plates are provided?
This is a movie ❤
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,
In direct share test
Angle between shelar stress and normal stress is 2phi?
....
0
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 😂 🙏
yes sir
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 ispe ek numerical kraye plz
is there a way to get this in english. Thanks
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 💔
sir if this test have limitations and values of shear and normal stress are incorrect so why we perform this test
Please upload that video