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

@HIGHWAYGUIDE

2 жыл бұрын

It's my pleasure

Thank you.very nice video

@HIGHWAYGUIDE

3 жыл бұрын

Thank you too

Great peace of information

Very good sir, got full knowledge,

@HIGHWAYGUIDE

11 ай бұрын

Keep watching

Thankyou so much sir ❤️❤️❤️

@HIGHWAYGUIDE

Жыл бұрын

Always welcome

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.

Great sir

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

Thank you sir

@HIGHWAYGUIDE

3 жыл бұрын

So nice of you

informative video

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.

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 жыл бұрын

Please see the whole video with interest

@sushantrauthan5704

3 жыл бұрын

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

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

@HIGHWAYGUIDE

3 жыл бұрын

No idea

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

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 ай бұрын

Same question from my side

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

@HIGHWAYGUIDE

3 жыл бұрын

Please see last part of the video.

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 жыл бұрын

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

❤❤❤❤

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

@HIGHWAYGUIDE

2 жыл бұрын

Thank you for your feedback

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 ай бұрын

Download the excel sheet given in the description

@marasini

3 ай бұрын

@@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

What is proving ring constant of shear test

@HIGHWAYGUIDE

2 жыл бұрын

Please see full video

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

@HIGHWAYGUIDE

2 жыл бұрын

Already explained , please see whole video with interest.

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 жыл бұрын

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

@HIGHWAYGUIDE

4 жыл бұрын

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

@nprasanthgeotech

4 жыл бұрын

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

@Mukthirhwar

3 жыл бұрын

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

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

@HIGHWAYGUIDE

4 жыл бұрын

See full video , you will get your answer.

@theconcrete8659

3 жыл бұрын

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

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

@HIGHWAYGUIDE

3 жыл бұрын

Already uploaded a video

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

@HIGHWAYGUIDE

Жыл бұрын

Yes

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

@shyamugautam8470

9 ай бұрын

Please reply sir

Sir, Why we are take mdd 95%

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

@HIGHWAYGUIDE

2 ай бұрын

No

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

@HIGHWAYGUIDE

Жыл бұрын

Please see my last part of the video

how to get Proving ring constant value??

@HIGHWAYGUIDE

2 жыл бұрын

Already posted a video

Sir, Please upload Triaxial shear test video

@HIGHWAYGUIDE

2 жыл бұрын

I have no instrument

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

@HIGHWAYGUIDE

4 жыл бұрын

Already posted the video.

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

@HIGHWAYGUIDE

Жыл бұрын

See latest revision

Sir how to calculate division to kg

@HIGHWAYGUIDE

2 жыл бұрын

Use calibration factor

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

@HIGHWAYGUIDE

2 жыл бұрын

Already provided

@soumyabaral4743

2 жыл бұрын

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

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

@samalfamily4414

Жыл бұрын

In the standard

Sir correct area kaise nikalte hai

@HIGHWAYGUIDE

2 жыл бұрын

Please see full video

Sir can you send me Excel sheet please .

@HIGHWAYGUIDE

2 жыл бұрын

Please see my full video you will get your answer

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

@HIGHWAYGUIDE

2 жыл бұрын

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

@HIGHWAYGUIDE

2 жыл бұрын

I have given the link download the latest revision

@pawanjoshi6704

6 ай бұрын

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

pleas sir attach excel sheet

@HIGHWAYGUIDE

3 жыл бұрын

Already attached