CE 326 webcast on the direct shear test; Section 12.9
Пікірлер: 24
@anshulsingh46246 жыл бұрын
Be ready to get scared at 8:35
@chalavadisaisrujankumar67035 жыл бұрын
But why?
@NicholleWillisLoves4 жыл бұрын
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.
@shaidleon92593 күн бұрын
Amazing
@sarperdemirdogen22613 жыл бұрын
Excellent!
@alideep965610 ай бұрын
Thank you
@alideep96569 ай бұрын
Thabk you again
@adityakushwah49802 жыл бұрын
Very well explained..
@user-gh1qp7sm9f2 жыл бұрын
Thanks
@toniadrianto84243 жыл бұрын
Thank u
@vikranthreddykatkam95976 жыл бұрын
Sir, on the vertical displacement v/s horizontal curve on y- axis is it shear displacement?
@introductiontogeotechnical49766 жыл бұрын
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.
@ziaulhasan67205 жыл бұрын
thanks a lot
@ganidukarunanayaka71368 жыл бұрын
How to find the shear strain of sample in direct shear test?
@abdesakib44246 жыл бұрын
Ganidu Karunanayaka you can't
@luisamariareyes67955 жыл бұрын
Hey! What book are you talking about?
@user-vb5yf8sk8n5 жыл бұрын
HOW TO Find principal stressess
@mushtaqdass74217 жыл бұрын
nice sir
@kzero97146 жыл бұрын
is there any use of the volume change other than to visualizif the soil is dilate/enlarge or contract ?
@kzero97146 жыл бұрын
perhaps in relation to compression index and swelling index ?
@sethtalkington54476 жыл бұрын
What does the residual strength represent?
@chalavadisaisrujankumar67035 жыл бұрын
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.