At that time, he probably overlapped something he accidentally said wrong with another recording and the inserted recording was a lot louder than his voice throughout the rest of the video.
I believe it's more accurate to simply call it horizontal displacement. It is NOT the shear strain, nor can it be used to compute the shear strain. The actual stress-strain conditions within the test are very complicated and not well defined. It is not possible to develop a stress-strain curve for the soil from this test.
It is the strength that is left in the material (either soil or rock) after it's failure. It's because of the holding of the particles together by inherent friction of the material.
Be ready to get scared at 8:35
But why?
At that time, he probably overlapped something he accidentally said wrong with another recording and the inserted recording was a lot louder than his voice throughout the rest of the video.
Amazing
Excellent!
Thank you
Thabk you again
Very well explained..
Thanks
Thank u
How to find the shear strain of sample in direct shear test?
Ganidu Karunanayaka you can't
Hey! What book are you talking about?
nice sir
Sir, on the vertical displacement v/s horizontal curve on y- axis is it shear displacement?
I believe it's more accurate to simply call it horizontal displacement. It is NOT the shear strain, nor can it be used to compute the shear strain. The actual stress-strain conditions within the test are very complicated and not well defined. It is not possible to develop a stress-strain curve for the soil from this test.
What does the residual strength represent?
It is the strength that is left in the material (either soil or rock) after it's failure. It's because of the holding of the particles together by inherent friction of the material.
is there any use of the volume change other than to visualizif the soil is dilate/enlarge or contract ?
perhaps in relation to compression index and swelling index ?
Thanks
HOW TO Find principal stressess
thanks a lot