Plaxis 2D

Details Plaxis 2D

Seequent is the subsurface software company within Bentley Systems. Together, we’re helping build a more resilient future by connecting the built world above ground with the hidden world below it. It’s easy to purchase a Virtuoso Subscription, through Virtuosity, Bentley’s eStore, and still get the expert technical support from Seequent’s subsurface experts.

Model and analyze geo-engineering projects with finite element analysis in 2D

PLAXIS 2D is a user-friendly, finite-element package that provides you with the ability to model diverse geotechnical problems from a single, integrated application. You can analyze the deformation and stability of projects ranging from excavations, embankments, and foundations to tunneling, mining, and geomechanics.

We offer various versions of PLAXIS 2D, so you can choose which one is best for you:

PLAXIS 2D
PLAXIS 2D Advanced
PLAXIS Ultimate
PLAXIS WorkSuite

Download Product Data Sheet

Technical Capabilities Plaxis 2D

Modeling

Spatial variation of preconsolidation
Tunnel deconfinement
CAD export
Nonlinear geogrids: Elastoplastic (N-Œµ) and Viscoelastic (time-dependent)
Cross and parallel permeability in interfaces
Polar and rectangular array
Nonlinear embedded beam row (M-ƒ∏ diagrams)
Easy definition of rock bolts in Tunnel Designer
Unlimited combinations of point forces and distributed loads

Material Models

Anisotropic Clay Models: S-CLAY1 and S-CLAY1S
Concrete
Masonry
Mixed Isotropic-kinematic Hardening Elastoplastic Models for Structured Clay
N2PC-Salt
Hoek-Brown with parameter guide
Generalized Hardening Soil
OC-Clay
PM4Sand
Soft soil (with and without creep)
Sekiguchi-Ohta| viscid and inviscid
SHANSEP MC
SHANSEP NGI-ADP
Swelling Rock
NGI-ADP
Jointed rock
UDCAM-S with cyclic accumulation and optimization tool
UDCAM-S
User-defined soil models
Visco-elastic perfectly plastic
CLoE Hypoplastic
Creep-SCLAY1S
Frozen and Unfrozen Soil
Material Models
MIT S1
Mohr-Coulomb (Linear Elastic Perfectly Plastic)
Modified Cam-Clay
Hoek-Brown (rock behavior)
Hoek & Brown model with softening
Hypoplastic model with inter-granular strain
Hardening Soil (Isotropic hardening)
Hardening Soil with small-strain stiffness (HSSmall)
Isotropic Jointed Rock with Mohr-Coulomb Failure Criterion
Joined Rock (anisotropy)
UBC3D-PLM (based on UBCSAND)
Soft Soil
Soft Soil Creep (time dependent behavior)
Sekiguchi-Ohta
NGI-ADP (anisotropic undrained shear strength)
NorSand
PM4Silt
Fluid

Calculations

Field stress initial calculation type
Well-proven and robust calculation procedures
Multicore computing
Include or exclude soil clusters and/or structural elements in safety analysis
64-bit calculation kernel
Facilities for steady-state groundwater flow calculations| including flow-related material parameters| boundary conditions| drains| and wells
Distinguish between a plastic calculation| consolidation| and safety analysis
Automatic regeneration of construction stages

Results

Load-displacement curves
Use the Output command line to display plots| or save plots with user-defined resolution
Select number of significant digits displayed
PLAXIS 2D Viewer
Automatic centerline extraction for structural forces plots
Structural forces in Volumes (Tunnel lining| retaining wall)
Resulting Force View
Preview Calculation results
Plot Annotations

Usage

Rock-mass response and surface settlements due to tunneling| mining| or reservoir depletion
Slope stability and seepage analysis for large earth dams| tailing dams| embankments| and pit mines
Predicting differential settlements of buildings adjacent to excavation pits
Stability of and seepage into excavation pits| lateral displacements of diaphragm walls
Calculate necessary consolidation time for pore pressure dissipation in undrained loading problems
Bearing capacity and foundation settlement analysis for high-rise buildings| LNG tanks| and other structures

Subscription Entitlement Service Supports

Provides a universal ID to link together all activity within Bentley applications
- Manage license entitlements at a user level| without requiring activation keys or hardware dongles
- Access personal learn material| paths and history| timely product related news| automatic product updates| and notifications

System Requirements Plaxis 2D

Operating System:
– Windows 10 atau Windows 11

Graphics Card:
– Required: GPU with 256 MB OpenGL 3.3
– Bentley strongly recommends avoiding simple onboard graphics chips in favor of a discrete GPU from the nVidia GeForce or Quadro range with at least 128-bit bus and 1 GB of RAM, or equivalent solution from ATI/AMD.

Processor:
– Required: Dual Core CPU
– Recommended: Quad Core CPU

Memory:
– Recommended for 2D: minimum 4 GB. Large projects may require more.

Hard Disk:
– Minimum 2 GB free space on the partition where the WindowsTEMP directory resides, and 2 GB free space on the partition where projects are saved. Large projects may require significantly more space on both partitions. For best performance, ensure that the TEMP directory and the project directory reside on the same partition.

Video:
– Required: 1024 x 768 pixels, 32-bit color palette
– Recommended: 1920 x 1080 pixels, 32-bit color palette

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