Hi all,
I performed flow only analysis in Plaxis 2D to get the water head loss due to MH excavation (axisymmetry model) and looked the hydraulic gradient it showed huge value (18m excavation and head loss is 1.5m). Please tell what is the reason and is any way to calculate the FOS for seepage analysis in plaxis 2D?
As i want the solution urgent, please help me ASAP.
Thanks.
Along with the above inquiry, while doing plastic analysis (axisymmetric , MC model) why there is a failure at the base point of the plate and the soil which used for the man hole excavation?
anyone reply please as i need it in urgent manner
Dear Nitha,
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Hello Hitha NN, I also faced this issue, could you share the answers. Thank you.
Hi Mr. Nam, I'm not able to find the reason for this. I checked many literatures but no source. Hi community if anyone knows please share which will help us alot.