Hi guys, I have an issue with PlaxFlow (Plaxis 2D). I have a model with a fully coupled flow deformation. It is a time-dependent analysis of deformation and pore water pressures. So soil permeabilities are required. In my current model, I need to…

Greetings, I have a simple model of a levee and am trying to conduct fully coupled flow-deformation analyses. However, the preliminary steady state GW flow analysis to determine p_steady cannot converge. I have thus tried to make a steady state flow…

Hi, I am having difficulties modelling the seepage in an earth dam enhanced with a cut off wall using Plaxis 2D. The cut off wall is made of plastic concrete and was introduced later as part of a maintenance procedure in order to prevent any potential…

Hi, I am a new user to USDM - Frozen and unfrozen soil model. I have read the Plaxis documentation on Frozen and unfrozen soil model (2016) and trying to model the example of chilled pipeline in Plaxis 2D provided in the document. However, after K0 procedure…

Hi, I am trying to model a hypothetical case of stability of an embankment subject to river water level fluctuations. As can be seen in the picture attached, I had assigned an external water level (AB) approximately 2 m above the toe of the embankment…