Axisymmetric condition plaxis 2d anchor software#
Import data from gINT and export material parameters to analysis software to enhance your digital workflow. The Fredlund & Wilson provides a reliable method to estimate the soil-water characteristic curve for sands, silts, and clays.Saturated and unsaturated hydraulic conductivities.Soil-water characteristic curve by nine methods.Management of modeling constitutive data for saturated/unsaturated flow, shear strength, compressibility, consolidation, thermal, pore-air flow, and fate and transport material properties. Manage model constitutive data for saturated/unsaturated flow You will be able to start modeling right away.
The software features behave exactly how you would expect with a short learning curve. Generate pore-water pressures for slope stability modelsįeaturing a familiar user interface with easy-to-understand icons and functions. Advanced Fredlund-Wilson-Penman climatic boundary condition calculates the actual evaporation based on weather station data. Boundary condition data can be entered as tabled values. Head, flux, climatic, and cauchy boundary conditions are available in steady-state or transient models. Model boundary conditions in steady-state or transient models Take advantage of extensive support for reinforced slopes including grouted anchors, micro-piles, and geomembranes. PLAXIS LE allows you to model seismically active zones with a variety of methods. With complex geometry paradigms, you can model challenging geostrata and material zones such as block models, enclosed material volumes (MVM), and bedding guides. Select from over 20 different strength modelsĪdvanced material representation, loading, and reinforcements provides the ability to choose the appropriate representation of soil and rock site materials, including Mohr-Coulomb, Hoek-Brown, Undrained, Anisotropic, Bilinear, Frictional-Undrained, Anisotropic Linear Model (ALM), and unsaturated shear strength models. The software features behave exactly like how you would expect with a short learning curve. Solve small and large-strain consolidationįeaturing a familiar user interface with easy-to-understand icons and functions. Consider staged construction and excavation modeling scenarios. Provide stable analysis of groundwater flow in saturated or unsaturated soils. Perform hybrid Kulhawy analysis by importing stress fields in 2D and 3D. Choose from classic method of slices like Bishop, Janbu, Spencer, Morgenstern-Price, GLE, and Sarma methods. Perform analysis with limit equilibrium method of slices or stress-based methods. Analyze slopes with various methodsĬalculate safety factors and increase accuracy using 3D analysis of site geology to ensure infrastructure safety and reliability. Further refine models with sensitivity analysis and spatial variability features. Use probabilistic analysis such as Monte Carlo, Latin Hypercube, and the Alternative Point Estimation Method (APEM) to build robust digital twins. Get access to the most available search methods on the market including Greco, Cuckoo, Wedges. Design with confidence when considering faults, weak planes, and pore-water pressures. Automatically calculate the slip direction at each location using orientation analysis features.
Axisymmetric condition plaxis 2d anchor full#
ProjectWise Explorer Virtuoso Subscriptionĭetermine the full 3D slip surface at hundreds of locations in extensive models, such as open-pit mines, riverbanks, and road and rail corridors with multi-plane slope stability analysis (MPA).Following a brief outline of the new techniques, stability solutions are given for several practical problems, including foundations, anchors, slopes, excavations and tunnels. A new development, which incorporates pore water pressures in finite-element limit analysis, is also described. The methods are very general, and can deal with heterogeneous soil profiles, anisotropic strength characteristics, fissured soils, discontinuities, complicated boundary conditions, and complex loading in both two and three dimensions.
The bounding properties of the solutions are invaluable in practice, and enable accurate limit loads to be obtained through the use of an exact error estimate and automatic adaptive meshing procedures. These methods, known as finite-element limit analysis, do not require assumptions to be made about the mode of failure, and use only simple strength parameters that are familiar to geotechnical engineers. This paper describes recent advances in stability analysis that combine the limit theorems of classical plasticity with finite elements to give rigorous upper and lower bounds on the failure load.