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

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The test is carried out on either undisturbed samples or remoulded samples. To facilitate the remoulding purpose, a soil sample may be compacted at optimum moisture content in a compaction mould. Then specimen for the direct shear test could be obtained using the correct cutter provided. Alternatively, sand sample can be placed in a dry state at a required density, in the assembled shear box.
Click on link below to download the format
drive.google.com/file/d/1Raef...

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19 янв 2020

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Комментарии : 82

@khanfahad93 3 года назад

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

@HIGHWAYGUIDE 3 года назад

It's my pleasure

@shaikhfazil2373 3 года назад

Thank you.very nice video

@HIGHWAYGUIDE 3 года назад

Thank you too

@dharmendramishra1670 Год назад

Very good sir, got full knowledge,

@HIGHWAYGUIDE 11 месяцев назад

Keep watching

@amitahlawat5690 3 года назад

Great peace of information

@anurag00100 2 года назад

Thankyou so much sir ❤️❤️❤️

@HIGHWAYGUIDE Год назад

Always welcome

@AmitSingh-ej1ko 3 года назад

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

@adityasharma79228 8 месяцев назад

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.

@rampratapmaurya2681 Год назад

Great sir

@nitintripathi2105 2 месяца назад

informative video

@sushantrauthan5704 3 года назад

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 3 года назад

Please see the whole video with interest

@sushantrauthan5704 3 года назад

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

@DineshMalviyahere Год назад

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 7 месяцев назад

Same question from my side

@rishikantkol2535 3 года назад

Thank you sir

@HIGHWAYGUIDE 3 года назад

So nice of you

@varunkashyap7272 3 года назад

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

@HIGHWAYGUIDE 3 года назад

No idea

@gauravmaru4782 3 года назад

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

@HIGHWAYGUIDE 3 года назад

Please see last part of the video.

@manojkumar-ky1iy 2 года назад

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

@HIGHWAYGUIDE 2 года назад

Thank you for your feedback

@ddcivilengineering5186 8 месяцев назад

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

@pawanjoshi6704 6 месяцев назад

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.

@sreenathijk2952 3 года назад

What is proving ring constant of shear test

@HIGHWAYGUIDE 3 года назад

Please see full video

@krishnamoybhattacharyya2194 2 года назад

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

@HIGHWAYGUIDE 2 года назад

Already explained , please see whole video with interest.

@marasini 3 месяца назад

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 3 месяца назад

Download the excel sheet given in the description

@marasini 3 месяца назад

@@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

@riturajdevrani1022 3 года назад

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 3 года назад

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

@anwarhasibuan17 3 года назад

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

@HIGHWAYGUIDE 3 года назад

Already uploaded a video

@VinitModi19 2 года назад

how to get Proving ring constant value??

@HIGHWAYGUIDE 2 года назад

Already posted a video

@vijayjha7371 2 года назад

Sir, Please upload Triaxial shear test video

@HIGHWAYGUIDE 2 года назад

I have no instrument

@abdulraheem-ns2qg 4 года назад

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

@HIGHWAYGUIDE 4 года назад

See full video , you will get your answer.

@theconcrete8659 3 года назад

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

@prasanthvijigeotech7894 4 года назад

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 4 года назад

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

@HIGHWAYGUIDE 4 года назад

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

@nprasanthgeotech 4 года назад

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

@Mukthirhwar 3 года назад

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

@shyamugautam8470 10 месяцев назад

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

@shyamugautam8470 10 месяцев назад

Please reply sir

@soumyabaral4743 3 года назад

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

@HIGHWAYGUIDE 3 года назад

Already provided

@soumyabaral4743 3 года назад

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

@TrueFact266 9 месяцев назад

Sir, Why we are take mdd 95%

@rohitkumar-rh4qf 6 месяцев назад

❤❤❤❤

@simasubhadrashini2600 Год назад

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

@HIGHWAYGUIDE Год назад

Yes

@DeepakPatel-fr8ro 4 года назад

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

@HIGHWAYGUIDE 4 года назад

Already posted the video.

@patrickmaity3156 2 года назад

Sir how to calculate division to kg

@HIGHWAYGUIDE 2 года назад

Use calibration factor

@simasubhadrashini2600 Год назад

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

@HIGHWAYGUIDE Год назад

Please see my last part of the video

@sanir87 Год назад

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

@samalfamily4414 Год назад

In the standard

@dineshkumar-sh1ew 2 года назад

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

@HIGHWAYGUIDE Год назад

See latest revision

@brahma6102 2 месяца назад

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

@HIGHWAYGUIDE 2 месяца назад

@patrickmaity3156 2 года назад

Sir can you send me Excel sheet please .

@HIGHWAYGUIDE 2 года назад

Please see my full video you will get your answer

@user-wg1cd6zj1o 3 года назад

pleas sir attach excel sheet

@HIGHWAYGUIDE 3 года назад

Already attached

@saurabhgujjar4445 2 года назад

Sir correct area kaise nikalte hai

@HIGHWAYGUIDE 2 года назад

Please see full video

@dineshkumar-sh1ew 2 года назад

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

@HIGHWAYGUIDE 2 года назад

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

@HIGHWAYGUIDE 2 года назад

I have given the link download the latest revision

@pawanjoshi6704 6 месяцев назад

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