| Application | PLAXIS 2D PLAXIS 3D |
| Version | PLAXIS 2D PLAXIS 3D |
| Date created | 10 January 2013 |
| Date modified | 10 January 2013 |
This document describes an example that has been used to verify the groundwater flow capabilities of PLAXIS. Concrete dams with three different underground construction strategies are considered: one without an impermeable screen, one with an impermeable screen at the upstream side and one with an impermeable screen at the downstream side.
Used version:
- PLAXIS 2D: 2018.00 | 2016.01 | 2015.02
- PLAXIS 3D: 2018.00 | 2016.00 | AE.01