Plaxis Tutorial Repack
Typical plots to check in Output program: deformed mesh. total displacements (shaded plot) incremental displacement (shaded plot a... bentleysystems.service-now.com PLAXIS V8 Tutorial manual - ResearchGate Start PLAXIS by double-clicking the icon of the Input program. A Create/Open project dialog box will appear in which you can selec... www.researchgate.net PLAXIS V8 INTRODUCTORY VERSION The first step in every analysis is to set the basic parameters of the finite element model. This is done in the General settings ... www.civil.iitb.ac.in Create a new project - Bentley Product Documentation * Adjustment of the soil contour. * Creating boreholes. Creating new boreholes. Creating multiple boreholes. Editing boreholes. * ... docs.bentley.com
1. The Engineering Problem A circular footing (radius 1 m) is to support a column load of 1 MN on a dry sand layer 10 m thick, underlain by rock.
Goal : Compute settlement under working load and check if the bearing capacity is sufficient. Soil model : Mohr‑Coulomb (elastic‑perfectly plastic).
Why this tutorial? – It’s axisymmetric (2D but represents a 3D circular footing), computationally light, and introduces key Plaxis concepts. plaxis tutorial
2. Project Setup (Input) 2.1 Start a new project
Project title : “Circular footing – sand” Model dimensions : ( X = 5,\text{m}, Y = 10,\text{m} ) (half of the footing width because of symmetry) Model type : Axisymmetric Elements : 15‑node triangles (better accuracy for deformations)
2.2 Define soil and material
Material name : “Sand” Model : Mohr‑Coulomb Drainage type : Drained (since sand, long‑term loading) Parameters :
(\gamma_\text{unsat} = 17,\text{kN/m}^3) (E' = 30,\text{MPa}) (\nu' = 0.3) (c' = 1,\text{kPa}) (small cohesion to avoid numerical issues) (\phi' = 35^\circ) (\psi = 0^\circ) (non‑associated flow rule)
2.3 Geometry creation
Draw a rectangle : 5 m wide, 10 m deep. Assign soil set : “Sand” to the whole rectangle. Add footing (as a plate element):
Draw a line at the top edge from (x=0) to (x=1) m. Convert to Plate with: