K0 Procedure initial calculation type
Gravity Loading initial calculation type
Field Stress initial calculation type
Flow Only initial calculation type
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Plastic deformation calculation type
Safety deformation calculation type
Consolidation deformation calculation type
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Dynamic deformation calculation type
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Fully coupled flow-deformation calculation type
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Phreatic Level pore pressure calculation type
Use Pore Pressures from Previous Phase pore pressure calculation type
Steady-State Groundwater Flow pore pressure calculation type
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Transient Groundwater Flow pore pressure calculation type
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Ignore Temperature thermal pressure calculation type
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Earth Gradient thermal pressure calculation type
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Steady-State Thermal Flow thermal pressure calculation type
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Use temperatures from Previous Phase thermal pressure calculation type
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Transient Thermal Flow thermal pressure calculation type
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Hardening soil small strain stiffness
Hoek-Brown, with parameter guide
Sekiguchi-Ohta (viscid)
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Sekiguchi-Ohta (inviscid)
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UDCAM-S and cyclic accumulation tool
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UBC3D-PLM (liquefaction)
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Overconsolidated Clay
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Visco-Elastic Perfectly Plastic
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Generalised Hardening Soil
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Hypoplastic Model with Inter-Granular Strain
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Isotropic Jointed Rock with Mohr-Coulomb Failure Criterion
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Hoek-Brown with Softening (strength softening and GSI softening models)
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N2PC-MCT Rock Creep (Norton-based double power creep with Mohr-Coulomb and tension cut-off failure surface)
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Frozen and Unfrozen Soil
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Barcelona Basic Model
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Clay and Sand model (CASM)
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Generate stratigraphy from imported CPT logs
PLAXIS 2D to 3D converter
Import Leapfrog cross sections from Seequent Central
Automatic geotechnical model generation from/by OpenTunnel Designer
Remote scripting for input, output, and SoilTest
Import Leapfrog cross sections from Seequent Central
ProjectWise integration, loading from and saving to ProjectWise server