
| SVSolid
represents the most powerful finite element stress deformation software
currently available. The SVSolid software uses the powerful FlexPDE(tm) 2D / 3D
solver which is highly automated. SVSolid allows you to spend your
time solving your problem, not designing your mesh. With our automated
solver and CAD front end, reductions in modeling time of over 80%
are average. Our comprehensive documentation will get you modeling quickly! |
 |




| Open/run demo models |
Yes |
Yes |
| Create/edit models |
Yes |
Yes |
| DXF import |
|
Yes |
| Unlimited nodes |
* |
Yes |
| Unlimited regions |
* |
Yes |
| Anisotropy |
|
Yes |
| Axisymmetric models |
|
Yes |
| Plan view models |
|
Yes |
| Probabilistic analysis |
|
Yes |
| Linear-Elastic material model |
Yes |
Yes |
| Anisotropic Linear-Elastic, Hyperbolic, Nonlinear-Elastic |
|
Yes |
| *Student editions are limited to 800 nodes in 2D and 1600 nodes in 3D. |


|
- Theory Manual - Full version only
- Verification Manual - Full version only
|
SVSolid is designed for use by geotechnical/geoenvironmental engineers,
geological engineers, and soil scientists. The software is able to calculate
stress / deformation in saturated and unsaturated soils. With automatic
mesh generation and mesh refinement, free-form boundary condition equations
and a comprehensive soil model, SVSolid provides advanced computational
ability to your firm. SVSolid is designed as the next generation of stress
/ deformation software characterized by power, reduced convergence problems
and simplicity of use.
Our software is currently being used by universities, government agencies,
and consultants around the world. Contact us here to be put in touch with people from industry currently using our software.


"We
can attest to the value of these products in a consulting environment.
We have used these software products to provide solutions we otherwise
would not be able to deliver.."
Dave
Kent, P.Eng.
Chief Engineer
Clifton Associates
"The
simplicity and power of SVSolid allow the creation of tens of modeling
scenarios in the time normally required for the creation of a single
model."
Murray
Fredlund , Ph.D., P.Eng.
SoilVision Systems Ltd.
|