geoman77
Geotechnical
- Feb 11, 2011
- 10
When the cell pressure (i.e., confining pressure) is applied to the sample via increasing the pressure of the water inside the chamber, does it induce equal stress on the top and sides of the sample? I'll spare you the task of explaining to me that fluid pressure acts equally in all direction-- I am well aware of this. Clearly the cell pressure acts on the sides of the sample by exerting pressure directly on the rubber membrane. But on the top of the sample, the horizontal area of the top cap that is exposed to the fluid pressure is less than the circular area of the top of the sample because the vertical load piston is "in the way."
So is applying a cell pressure really putting the sample in a state of isotropic stress, or is the horizontal stress greater than the vertical stress?
So is applying a cell pressure really putting the sample in a state of isotropic stress, or is the horizontal stress greater than the vertical stress?