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Generation of reinforced earth
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Superficial Foundation
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Geotechnical properties and correlations
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User-defined library.
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Generation of Layered Soils
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Automatic generation of layered soils model and properties
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Superficial Foundations
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Footing and continuous foundations
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2D/3D soil-structure interaction model
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Slab Foundations
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3D soil-structure interaction models
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3D Soil Foundation Stiffness models with calculation of precise,
average, maximum and minimum values
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Deep Foundations
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Pile Cap Wizard:
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Automatic generation of regular polygonal or circular pile cap
groups
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Pre-Design of the Piles’ length
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Automatic calculation of the reinforcement amount required
according to the selected Code (Punching, Primary and Secondary
reinforcement of both sides for rigid and non-rigid pile caps
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Retaining Structures
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Calculation of Sheet Piles 2D (automatic wizard) -3D
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Non-linear construction sequence analysis
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One or two sheet piles can be analysed simultaneously including
anchors, water level, layered soils, applied loads.
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With any ANSYS/CivilFEM cross section
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Earth Pressure Utility
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Apply pressures and forces corresponding to: Active pressure and
soil weight on the selected elements.
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Seepage analysis
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Underground structures (tunnels)
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Terrain Initial Stress
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Automatic calculation of the initial stress without strain from a
given topography
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Hoek & Brown Failure Criteria (rocks)
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Plastic Constitutive models: 2D/3D Drucker-Prager and 2D
Mohr-Coulomb (plain strain)
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Birth and Death of elements features (construction sequence
analysis)
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Improvement of soils
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Birth and Death of elements features for jet grouting, gravel
column.
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Slope Stability Analysis
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Classic Failure Methods
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Fellenius.
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Bishop.
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Janbu and Janbu with correction factor
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Morgenstern price
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US Corps of Engineers
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FEM results.
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Actions on the model: Seismic effect, loads and hydrostatic load
over the slope surface
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Seepage Analysis
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Obtain the water table and water pressure.
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Obtain the saturation line for 2D problems
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Export the obtained pore water pressure to slope stability
problems. The finite element mesh used in both analysis can be
different.
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Calculate filtered flows through boundaries Calculate filtered
flows
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Plastic Constitutive models: 2D/3D Drucker-Prager and 2D Mohr
Coulomb (plain strain)
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Automatic Load Stepping to select suitable load increments
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Large strains calculations to perform significant changes in the
geometry
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Safety factors defined as the ratio of the failure load to working
load.
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Powerful Post-processor: Deformation, Stresses, forces,
reinforcement amounts, etc
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Report Generator: HTML and Excel connection.
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2D/3D Dynamic compaction, using the cycling loads
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APDL – ANSYS Parametric Design Software and Design Optimization
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