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. However, PLAXIS automatically considers the water level to be continuous to the far end in the right (BC), but this is not what I am looking at. Could you please suggest why PLAXIS considers the water level to be continuous (up to point C)? Is there a way to create a model with water level (AB) only?
Thank you in advance.
Best Regards,
Sam
Hi Sam,
I presume you're trying to model only the external load caused by the river assuming that the soil remains dry, because I can't think of another reason to only model the part AB? If that is so, you may just want to model the external water load as a normal distributed load and vary that rather than using a water level.
With kind regards,
Dennis Waterman