If a PLAXIS project file (*.P2D) is selected, a small bitmap of the corresponding project geometry is shown in the file requester to enable a quick and easy recognition of a project.
It is generally not necessary to enter such a directory because it is not possible to read individual files in this directory. Besides this file, additional data is stored in multiple files in the sub-directory.
#IMPORT DATA FROM PLAXIS 2D FREE#
Material properties and material database 4.1 Modelling soil and interface behaviour 4.1.1 General tabsheet 4.1.2 Parameters tabsheet 4.1.3 Flow parameters tabsheet 4.1.4 Interfaces tabsheet 4.1.5 Initial tabsheet 4.2 Modelling undrained behaviour 4.2.1 Undrained (A) 4.2.2 Undrained (B) 4.2.3 Undrained (C) 4.3 Simulation of soil tests 4.3.1 Triaxial test 4.3.2 Oedometer 4.3.3 CRS 4.3.4 DSS 4.3.5 General 4.3.6 Results 4.4 Material data sets for plates 4.4.1 Material set 4.4.2 Properties 4.5 Material data sets for geogrids 4.5.1 Material set 4.5.2 Properties 4.6 Material data sets for anchors 4.6.1 Material set 4.6.2 Properties 4.7 Assigning data sets to geometry componentsĥ9 61 61 67 83 89 94 96 97 98 98 99 101 103 103 104 105 105 106 106 107 110 110 111 112 112 113 113Ĭalculations 5.1 Layout of the Calculations program 5.2 Menus in the menu bar 5.3 Calculation modes 5.3.1 Classical mode 5.3.2 Advanced mode 5.3.3 Flow mode 5.4 Defining calculation phases 5.4.1 Calculation tabsheetsĥ.4.2 Inserting and deleting calculation phases 5.4.3 Phase identification and ordening Types of analysis 5.5.1 Initial stress generation 5.5.2 Plastic calculation 5.5.3 Plastic drained calculation 5.5.4 Consolidation (EPP) calculation 5.5.5 Consolidation (TPP) calculation 5.5.6 Safety calculation (phi/c reduction) 5.5.7 Dynamic calculation 5.5.8 Free vibration 5.5.9 Groundwater flow (steady-state) 5.5.10 Groundwater flow (transient) 5.5.11 Plastic nil-step 5.5.12 Updated mesh analysis Load stepping procedures 5.6.1 Automatic step size procedure 5.6.2 Load advancement - Ultimate level 5.6.3 Load advancement - Number of steps 5.6.4 Automatic time stepping (consolidation) Calculation control parameters 5.7.1 Iterative procedure control parameters 5.7.2 Pore pressure limits 5.7.3 Loading input 5.7.4 Control parameters Staged construction - geometry definition 5.8.1 Changing geometry configuration 5.8.2 Activating and deactivating clusters or structural objects 5.8.3 Activating or changing loads 5.8.4 Applying prescribed displacements 5.8.5 Reassigning material data sets 5.8.6 Applying a volumetric strain in volume clusters 5.8.7 Prestressing of anchors 5.8.8 Applying contraction of a tunnel lining 5.8.9 Definition of design calculations 5.8.10 Staged construction with ΣMstage. Input program - General overview 3.1 Starting the Input program 3.1.1 New project 3.1.2 Existing project 3.1.3 Importing a geometry 3.1.4 Packing a project 3.2 Layout of the Input program 3.3 Menus in the Menu bar 3.3.1 File menu 3.3.2 Edit menu 3.3.3 View menu 3.3.4 Geometry menu 3.3.5 Loads menu 3.3.6 Materials menu 3.3.7 Mesh menu 3.3.8 Help menu 3.4 Geometry 3.4.1 Points and lines 3.4.2 Plates 3.4.3 Geogrids 3.4.4 Interfaces 3.4.5 Node-to-node anchors 3.4.6 Fixed-end anchors 3.4.7 Tunnels 3.4.8 Hinges and rotation springs 3.4.9 Drains 3.4.10 Wells 3.5 Loads and boundary conditions 3.5.1 Standard fixities 3.5.2 Standard earthquake boundaries 3.5.3 Standard absorbent boundaries (dynamics) 3.5.4 Set dynamic load system 3.5.5 Fixities 3.5.6 Rotation fixities (plates) 3.5.7 Absorbent boundaries 3.5.8 Prescribed displacements 3.5.9 Distributed loads 3.5.10 Point loads 3.5.11 Bending moments 3.6 Design approachesġ5 15 16 20 20 21 23 25 25 25 26 26 27 28 28 28 28 29 30 31 32 35 36 36 40 42 42 42 43 43 43 43 44 44 44 45 46 47 48 49ģ.6.1 Definition of design approaches 3.6.2 Definition of partial factors for loads 3.6.3 Definition of partial factors for materials Mesh generation 3.7.1 Basic element type 3.7.2 Global coarseness 3.7.3 Global refinement 3.7.4 Local coarseness 3.7.5 Local refinement 3.7.6 Advised mesh generation practice General information 2.1 Units and sign conventions 2.2 File handling 2.3 Help facilities
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