Rocscience Phase2 8.005 | 183 MB
Phase2 8.0 is a powerful 2D elasto-plastic finite element stress analysis program for underground or surface excavations in rock or soil. It can be used for a wide range of engineering projects and includes support design, finite element slope stability, groundwater seepage and probabilistic analysis.
About Rocscience inc.
Rocscience has been creating easy to use, reliable geotechnical software since 1996. We specialize in 2D and 3D analysis and design programs for civil engineering and mining applications. Our high quality programs allow engineers to quickly and accurately analyze surface and underground structures in rock and soil, thereby improving safety and reducing the cost of design projects.
Rocscience understands the challenges engineers face because we’re engineers too. Our strength as geotechnical software designers comes from the strong geomechanics backgrounds of our staff, along with their excellent programming skills. Our engineers have advanced degrees in a variety of geotechnical specialties and years of field experience. We’ve created our software based on leading edge research to help our customers complete their projects quickly and accurately. Our users are engineers in small consulting companies, large engineering firms, mining companies, as well as government agencies and universities around the world.
One of the major features of Phase2 is finite element slope stability analysis using the shear strength reduction method. This option is fully automated and can be used with either Mohr-Coulomb or Hoek-Brown strength parameters. Slope models can be imported / exported between Slide and Phase2 allowing easy comparison of limit equilibrium and finite element results.
Phase2 includes steady state, finite element groundwater seepage analysis built right into the program. There is no need to use a separate groundwater program. Pore pressure is determined as well as flow and gradient, based on user defined hydraulic boundary conditions and material conductivity. Pore pressure results are automatically incorporated into the stress analysis.
Material models for rock and soil include Mohr-Coulomb, Generalized Hoek-Brown and Cam-Clay. Powerful new analysis features for modeling jointed rock allow you to automatically generate discrete joint or fracture networks according to a variety of statistical models. With new 64-bit and multi-core parallel processing options Phase2 8.0 can solve larger and more complex models in shorter times.
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