great video sir thank you so much for sharing such precious videos
@HIGHWAYGUIDE3 жыл бұрын
It's my pleasure
@adityasharma7922810 ай бұрын
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.
@manojkumar-ky1iy2 жыл бұрын
Weight of wet sample will be 182.28 Dry wt.=167.1525 Water=15.1273 Please correct me if I’m wrong
@HIGHWAYGUIDE2 жыл бұрын
Thank you for your feedback
@dharmendramishra1670 Жыл бұрын
Very good sir, got full knowledge,
@HIGHWAYGUIDE Жыл бұрын
Keep watching
@anurag001002 жыл бұрын
Thankyou so much sir ❤️❤️❤️
@HIGHWAYGUIDE2 жыл бұрын
Always welcome
@sushantrauthan57043 жыл бұрын
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??
@HIGHWAYGUIDE3 жыл бұрын
Please see the whole video with interest
@sushantrauthan57043 жыл бұрын
@@HIGHWAYGUIDE i saw it with a lot of intrest but at times i couldnt understand what u were saying
@rampratapmaurya2681 Жыл бұрын
Great sir
@DineshMalviyahere2 жыл бұрын
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 ?
@abhijeetshukla377710 ай бұрын
Same question from my side
@pawanjoshi67049 ай бұрын
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.
@marasini6 ай бұрын
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
@HIGHWAYGUIDE5 ай бұрын
Download the excel sheet given in the description
@marasini5 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
@ddcivilengineering518610 ай бұрын
Sir lever arm rest krna hai kya screw par... plz uska batdo
@shaikhfazil23733 жыл бұрын
Thank you.very nice video
@HIGHWAYGUIDE3 жыл бұрын
Thank you too
@AmitSingh-ej1ko4 жыл бұрын
Dear sir i just want to know how can i get SBC value from C and phi
@riturajdevrani10223 жыл бұрын
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?
@HIGHWAYGUIDE3 жыл бұрын
Please download the format from the link given in the description.
@prasanthvijigeotech78944 жыл бұрын
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....
@HIGHWAYGUIDE4 жыл бұрын
In latest revision , it is Ao(1- ẟ/6) I had divided by 60 because to convert ẟ from mm to cm.
I have given the link download the latest revision
@pawanjoshi67049 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
@saurabhgujjar44452 жыл бұрын
Sir correct area kaise nikalte hai
@HIGHWAYGUIDE2 жыл бұрын
Please see full video
@shelendarkumar696111 күн бұрын
Angel of friction 36 kese aaya
@HIGHWAYGUIDE11 күн бұрын
@@shelendarkumar6961 Please see video with interest once again