Direct Shear Test and It's Limitations | Lecture 33 | Geotechnical Engineering

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[@milanbhadiyadra487]

I really liked this video. Very detailed teaching with relevant reason of happening things. you have covered each and every aspect of topic.

[@DanishShaikh-ml6uy]

Sir plz complete Foundation engg too ur explanation is quite amazing

[@vivekkumar1850]

Thanks sir please uploaded more videos...atleast 02 videos per day...ur explanatios are very clear and understandable

[@irezaeynek4937]

Totally love your lectures. Plz do shallow n deep foundation.Ty

[@LALITKUMAR-oz7rl]

sir ka padhane aur samjhane ka tarika bahut khoob best teacher

[@DanishShaikh-ml6uy]

We r now depended on u plz complete it we r supposed to give 2020

[@kartavyathakur6279]

foundation eng too bro

[@pawanchoudhary5858]

Thank you so much sir for wonderful explanation.Enjoyed this lecture.

[@ghousebabu9270]

Excellent lecture sir tq soo much please continue daily lectures...

[@abhisheknavgire5648]

Your wisdom is amazing sir :)

[@asadali5895]

Outstanding way of teaching

[@zakiaali5562]

Much helpful video.. Thank you so much!

[@manalisinha9193]

Well explained! Thank you

[@tanmaysingh4470]

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.

[@arearifwala8444]

kaash 10 billions like ka button hota... really love the way you clear the concepts.

[@VivekSingh-lh6vt]

Pahli baar aisa clear kisi ne bataya hai..grt job sir..

[@sohamsarkar1922]

I am BTech 2nd year student ...your videos are just amazing sir ..it helps me a lot

[@90_s21]

Very well explained

[@sumanpatel2783]

Excellent sir.... really very well explained by you sir.... thanks sir...

[@mdmasihuzzaman4546]

One of the best teacher ever I met

[@AlokBhardwaj90]

Very nicelt explained sir. Thank you so much

[@tushardobariya2969]

SIR u board work is EXCELLENT

[@ankitchaudhari133]

Bahut achhe se samaj aaya sir
Thankyu so much sir

[@dhruvghai5789]

Explained really well sir. Thanks a lot.

[@rishikeshchaubey3466]

Thank you sir your explanation 👍👍👍👍👍

[@rafeymalik3577]

Thank you professor

[@shivgupta556]

guru ji ko naman bht gazab padhate h sir aap.tq

[@sadiaafrinpriya9422]

Thank you so much...you are just simply brilliant

[@sajminmily9772]

🤭🤭🤭

[@shivamkumarsingh3713]

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[@ashishk-tw9cr]

Mind blowing great sir

[@udaybhaskar2348]

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?

[@kanchanarora8950]

We really enjoy your lecture sir

[@farakatali200]

No words for sir,s talent

[@saritaborkar166]

Very nicely elaborated sir

[@MTWRESwapnilNareshNaranje]

Sir plz continue.
Thank you so much sir

[@jyotichauhan4342]

thnku sir ..pls sir complete this subject before gate exam.... thnku again

[@civilengineeringguruji7455]

Thanku so much sir
Your lecture is the best sir
Waiting next test sir

[@indianstudyingyouth3341]

Very good explanation sir ❤️

[@c-35-mbharathkumar5]

Thanks sir extraordinary sir please upload videos on foundation engineering concepts on slopes, earth pressure and pile foundation sir please upload sir ... thanks sir

[@abdulwaheed1724]

no

[@EngineerRamesh.]

very helpfull

[@sourabhbishnoi4135]

Thankyou sir for this helpful video i cleared all concepts 🙂

[@barshabashyal2156]

Thankyou very much sir

[@Rahul-gz9zv]

You are amazing 💕

[@shagy867]

Woow amazing teacher...

[@gauravkumarpainuly4266]

Thank you so much sir. This lecture was very helpful. 🙏🙏

[@adityapavankumargoda1201]

You are amazing sir ji

[@rishabhdhumal]

Thank you sir 😊😊

[@dailyexplorers1051]

Great sir ❤️🙏🏼

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Amazing sir kiya samjya hai sir aapne 🫰🥹☺️

[@kaiserganaie]

Tysm for this video,sir! 🧡🧡🧡

[@avinghodke6780]

Thank you sir

[@avinghodke6780]

Super lecture

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Wonderful sir

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Suberb lecture

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Thank You soo muchhhhhhhh Sir ❤️

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Thank you so much sir g...

[@harisabdullah2980]

😘 Best teacher and concepts. Masha Allah

[@abhisekgarain6378]

👍 👍 best👍 👍 Thanks

[@ashesbanerjee2528]

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.

[@sujaysonar9347]

Thank you

[@sarfarajansari2051]

Thanks

[@vishalsolanki4025]

Thanks sir👍

[@ravikantsingh633]

Awesome video

[@khanfahad93]

Thank you Sir 👌👌👌👌👌

[@harisabdullah2980]

As always best. Would love to get your supervision if I get a chnace

[@gauravvishnuvardhan]

Thank you.

[@intelligencemantra6270]

Super 👍

[@milanbhadiyadra487]

I like every video of yours

[@annubalyan7164]

Sir RCC ke bhi lecture upload kijeye

[@awesomeawkward8457]

😀

[@shabbirahmad4866]

Thank u Sir

[@achyuthghantasala8729]

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

[@indragami4088]

Very nice

[@sumitmeena9746]

Thanx sir

[@traviskumar1637]

Gazab ❤️❤️❤️🔥🔥🔥🎉🙏

[@SANJAYKUMAR-jd6ou]

Sir ap ssc mains k liye bhi lactures dete ho kya

[@anujkumar-xk8nz]

sir what about the proving ring in dst

[@arijitroy8805]

Your lecture is superb sir.... as like IIT professor..... thnks sir....

[@LALITKUMAR-oz7rl]

hii arijit where are you from

[@arijitroy8805]

@@LALITKUMAR-oz7rl From JU West Bengal

[@pankajbyal5734]

Sir ye direct shear test ka ye diagram diploma k ppr m bhi bna skte hai kya

[@shivakumarchandrapattana8506]

thanks sir please upload 2 or 3 vedios per day because too near the gate 2020 exam sir

[@ajaykumarsingh5353]

Thnxxx sir

[@harirajgupta3590]

Sir liquid limit and plastic limit par lecture pls

[@varunkashyap7272]

Which shear test is used for coarse grained gravels ?

[@abdulwaheed1724]

yes sir

[@surjitsingh-ek7jq]

sir when will you upload other next videos??

[@rajkamalkumar3202]

Lecture 2 available nhi hai

[@Indranil________2]

This is a movie ❤

[@dharmikmodha8691]

Sir plz rcc ke video bhi upload kar dijiye,!!

[@sivakumar-gp2yg]

Sir plzzz uploaded remaining classes in soil mechanics

[@poojabhokare4735]

Sir if we not provide the porous plate then also water can escape from the soil..then why porous plates are provided?

[@shubhammaurya492]

Sir foundation engineering bhi start kijiye....

[@hamzasiddiq3478]

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.

[@umarbutt6599]

Thodi c book b dekh lo bhai 😂 🙏

[@zakiaali5562]

What is the function of proving ring?

[@amirrrsohelll607]

Sir please gate ka numerical solve ka video banaye shear strength of soil ke please sir

[@sumeet1031]

Sir,
In direct share test
Angle between shelar stress and normal stress is 2phi?
....

[@predatorgaming895]

0

[@YagamiLight69696]

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

[@btizzle3657]

is there a way to get this in english. Thanks

[@mohdehtesham1429]

sir ispe ek numerical kraye plz

[@ujjwalbhimg2987]

you make fun of tough and tidious subjects you are best for bpl college students like us.

[@kshitijthakur4356]

❤❤❤❤❤❤

[@CLICKS14]

sir if this test have limitations and values of shear and normal stress are incorrect so why we perform this test

[@rajkamalkumar3202]

Please upload that video

[@saranshdubey5796]

Third limitation of the test broke my heart 💔