N2N anchor-plate connection

Hey guys! I'm wondering about the connection between a N2N anchor and a plate, if it is automatically created as rigid. If you see the red circle part, that the connection between my strut and sheet...
Equivalent length for FE anchor and N2N anchor

Hey! I've always been a bit confused about how to set the equivalent length of FE and N2N anchors. What I understand by far is that a FE anchor usually used when it's symmetrical excavation and the...
Prestress on N2N anchor

Hey guys, I'm currently running a simulation where the sheet pile wall is anchored by -2.5 m below the terrain. The soil geometry is imported from AutoCAD.dxf file. The anchor props. are Elastic, Lspacing...
damaged material in plaxis 3d

Hi every one , i need help how i model rigid pavement or asphalt layers with cracks or how i put damaged material in plaxis 3d
User-defined soil material with temperature

Dear all, I'm attempting to implement a constitutive model containing thermal variables (temperature rate) into Plaxis. The latest reference manual shows that Subroutine User_mod Sig0(18) and Sig0(19...