In this tutorial we will briefly cover the MINEDW user interface, its components, and the MINEDW Menu with the different options and tools it provides to build numerical models.
The transport and placement of proppant within fractures is modeled in 3DEC by representing the proppant and fracturing fluid as a mixture.
Using UDEC 6 and the shear-reduction method to calculate the factor-of-safety, this tutorial will show you how to analyze the stability of a simple slope containing: (1) no discrete jointing (continuum), (2) fully-continuous jointing (discrete blocks), and (3) noncontinuous, en echelon jointing.
With increasing depth, higher stress and more difficult mining. With increasing depth is there more ground surface effects or less?
Historical development and engineering applications using PFC2D and PFC3D.
SOIL – STRUCTURE INTERACTION | FLAC3D - midas GEN DIRECT LINK