DIRECT SHEAR STRESS (IS-2720-PART-13-1986) Reaffirmed- 2009

[@vinaygoswami7814]

Sir bahut hi shandaar.... Thank you very much.

[@khanfahad93]

great video sir thank you so much for sharing such precious videos

[@HIGHWAYGUIDE]

It's my pleasure

[@adityasharma79228]

to determine direct hear test we have to conduct 3 different soil specimen having same water content and same density but applying different loads like 0.5, 1 and 1.5 kg/cm^2 . correct statement hai ki nahi.

[@sukdebgoswami2444]

Sir grid plate and stone plate kyun dete hai ?

[@ddcivilengineering5186]

Sir lever arm rest krna hai kya screw par... plz uska batdo

[@AmitSingh-ej1ko]

Dear sir i just want to know how can i get SBC value from C and phi

[@marasini]

I have taken data of displacement in 25, 50, 75, 100 and the reading of the Proving ring 1.0, 1.2, 1.6..... how do I calculate /convert now

[@HIGHWAYGUIDE]

Download the excel sheet given in the description

[@marasini]

@@HIGHWAYGUIDE shall I directly input what I mentioned or do I have to convert the unit. Did I took these two data in different Units

[@sreenathijk2952]

What is proving ring constant of shear test

[@HIGHWAYGUIDE]

Please see full video

[@pawanjoshi6704]

Sir which type of test is this undrained consolidated undrained or consolidated drained i thik you have done undrained test but in IS code mentioned porus stone will not be used and water jacket should be provided but you have not done it please explain.

[@sushantrauthan5704]

Very good video sir, sir what i dont understand is that how is your proving rimg reading for 0.5 kg load test 4around 46 but you have taken shear stress value as 0.37?? Is there a multiplication by proving ring constant and what is the value of proving ring constant??

[@HIGHWAYGUIDE]

Please see the whole video with interest

[@sushantrauthan5704]

@@HIGHWAYGUIDE i saw it with a lot of intrest but at times i couldnt understand what u were saying

[@krishnamoybhattacharyya2194]

Sir please explain me that how to calculate the value of weight of wet sample required ?

[@HIGHWAYGUIDE]

Already explained , please see whole video with interest.

[@anurag00100]

Thankyou so much sir ❤️❤️❤️

[@HIGHWAYGUIDE]

Always welcome

[@dharmendramishra1670]

Very good sir, got full knowledge,

[@HIGHWAYGUIDE]

Keep watching

[@simasubhadrashini2600]

Sir kya proving ring constant aur calibration factor same hota hai ?

[@HIGHWAYGUIDE]

Yes

[@shaikhfazil2373]

Thank you.very nice video

[@HIGHWAYGUIDE]

Thank you too

[@TrueFact266]

Sir, Why we are take mdd 95%

[@simasubhadrashini2600]

Sir kya aap bata sakte hain ki direct shear ka stress strain curve kaise banate hain according to IS code 2720 part 13

[@HIGHWAYGUIDE]

Please see my last part of the video

[@vijayjha7371]

Sir, Please upload Triaxial shear test video

[@HIGHWAYGUIDE]

I have no instrument

[@DineshMalviyahere]

Very informative tutorial. I am interested to know, how we estimate normal stress i.e. for 0.5kg/cm2 the mass used is around 1.50 kg, which area we are considering to estimate 0.5 kg/cm2 ?

[@abhijeetshukla3777]

Same question from my side

[@VinitModi19]

how to get Proving ring constant value??

[@HIGHWAYGUIDE]

Already posted a video

[@brahma6102]

Sir isme maximum aur minimum bhi kuchh rahta hai kya please reply me

[@HIGHWAYGUIDE]

No

[@gauravmaru4782]

Thanks a lot sir but how to find out cohession if material is cohessive

[@HIGHWAYGUIDE]

Please see last part of the video.

[@patrickmaity3156]

Sir how to calculate division to kg

[@HIGHWAYGUIDE]

Use calibration factor

[@shyamugautam8470]

Sir undrained test, consolidate undrained test , consolidate drained test in teeno me kya difference hai kis kis condition me use krenge ye process

[@shyamugautam8470]

Please reply sir

[@soumyabaral4743]

Sir plz provide calculations of cohesion and angle of internal friction.

[@HIGHWAYGUIDE]

Already provided

[@soumyabaral4743]

@@HIGHWAYGUIDE Sir, after plotting graph some doubt came in calculations.

[@manojkumar-ky1iy]

Weight of wet sample will be 182.28 Dry wt.=167.1525 Water=15.1273 Please correct me if I’m wrong

[@HIGHWAYGUIDE]

Thank you for your feedback

[@prasanthvijigeotech7894]

Sir, Small Doubt the Sample thickness was 3 cm then how can you put 6 in corrected area...?. In IS Code also it was 3 and in excel you are used 60 not 6... why....??? Kindly clear my doubt....

[@HIGHWAYGUIDE]

In latest revision , it is Ao(1- ẟ/6) I had divided by 60 because to convert ẟ from mm to cm.

[@HIGHWAYGUIDE]

drive.google.com/open?id=1hzabyQcsBzf0Cha1O7EdLYaxo_BaW3L_

[@nprasanthgeotech]

@@HIGHWAYGUIDE Wow thank you so much for your Reply...👏👏👏 Doubt cleared....

[@Mukthirhwar]

Tq I'm watched total your video sir... Small doubt Is it which type of test method sir Is it disturbed sample.?

[@varunkashyap7272]

Great video. Sir which shear test is used for gravels?

[@HIGHWAYGUIDE]

No idea

[@dineshkumar-sh1ew]

Sir IS code 2720 Part13 me Area Correction Formula me A(1-g/3) diya hua h

[@HIGHWAYGUIDE]

See latest revision

[@anwarhasibuan17]

sir, how to get the LRC/Proving Ring Constant value ?

[@HIGHWAYGUIDE]

Already uploaded a video

[@sanir87]

Sir ji where it is mentioned to rate of speed is 1.25 mm

[@samalfamily4414]

In the standard

[@abdulraheem-ns2qg]

How did u get volume of water and maximum dry density sir

[@HIGHWAYGUIDE]

See full video , you will get your answer.

[@theconcrete8659]

@@HIGHWAYGUIDE sir watched full video.. Didn't got the answer.. Plz tell how you took the volume of water

[@riturajdevrani1022]

Sir, the weight of dry soil taken should be 167.13 gm if not wrong, otherwise please explain how the weight of dry soil was determined?

[@HIGHWAYGUIDE]

Please download the format from the link given in the description.

[@DeepakPatel-fr8ro]

Sir reading kaise dekhni he .. dial gauge or proving ring ki pleas btay

[@HIGHWAYGUIDE]

Already posted the video.

[@dineshkumar-sh1ew]

But AApne A(1-g/6) Lie h mai ye nahi samajh Pa raha hu

[@HIGHWAYGUIDE]

drive.google.com/file/d/1hzabyQcsBzf0Cha1O7EdLYaxo_BaW3L_/view

[@HIGHWAYGUIDE]

I have given the link download the latest revision

[@pawanjoshi6704]

Sir which type of test method is this I think undrained because you choose rate of strain as 1.25 mm / min but in IS code mentioned that in undrained condition porus stone are not used and water jacket should be provided but you nave not done that i have a doubt kindly clear it sir my water jacket is not provided

[@rampratapmaurya2681]

Great sir

[@saurabhgujjar4445]

Sir correct area kaise nikalte hai

[@HIGHWAYGUIDE]

Please see full video

[@patrickmaity3156]

Sir can you send me Excel sheet please .

[@HIGHWAYGUIDE]

Please see my full video you will get your answer

[@shelendarkumar6961]

Angel of friction 36 kese aaya

[@HIGHWAYGUIDE]

@@shelendarkumar6961 Please see video with interest once again

[@amitahlawat5690]

Great peace of information

[@ጠብታ-ዐ2ጐ]

pleas sir attach excel sheet

[@HIGHWAYGUIDE]

Already attached

[@rishikantkol2535]

Thank you sir

[@HIGHWAYGUIDE]

So nice of you

[@rohitkumar-rh4qf]

❤❤❤❤

[@nitintripathi2105]

informative video