znhcnhoj
Geotechnical
- Jun 16, 2010
- 6
in the direct shear box test, there are two steel plates (top and bottom) that sandwich the sample. one side of the steel plate is smooth but the other side has a undulated profile that is in contact with the soil sample. I watch a video which say that when placing the steel plate, the direction of the undulated profile is at right angle to the direction of shearing.
Can any one know what is the reason?
Can any one know what is the reason?