Application | PLAXIS 2D PLAXIS 3D |
Version | PLAXIS 2D PLAXIS 3D |
Date created | 18 January 2013 |
Date modified | 18 January 2013 |
This document describes an example that has been used to verify the groundwater flow capabilities of PLAXIS. In this example a vertical cross section of an unconfined groundwater flow system in a homogeneous earth dam underlain by an impervious base is considered (see figure). Such a problem is commonly known as the Muskat problem where the free phreatic surface and the seepage face are unknown, leading thus to a set of nonlinear equations.
Used version: