Slope Stability Analysis


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CLARA-W  v.1.0

CLARA-W, a Windows version of the three-dimensional slope stability program.

XSTABL  v.5.0

XSTABL provides an integrated environment for performing slope stability analysis on an IBM personal computer, or compatible.





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LimitState:GEO  v.2.0.6

LimitState:GEO is the revolutionary geotechnical stability analysis software that can be used to rapidly determine the critical failure mechanism and margin of safety for any type of problem, including those involving: * slope stability * retain

ROCK3D32  v.1.0

ROCK3D is a program for stability analysis of removable blocks on planar rock slopes. It identifies and analyses all the blocks that have formed under each kinematic mode.

Map3D  v.6 5

Map3D is a fully integrated three-dimensional layout (CAD), visualization (GIS) and stability analysis package (BEM numerical modelling stress analysis).

Swarm Stability SIMulator (SS-SIM)  v.0.2.alpha

This project simulates a multi-agent system (swarm) behavior both graphically and not.

Oasys Greta  v.19.0.0.2

Greta analyses the stability of a gravity retaining wall and determines the bending moments and shear forces within the wall.

CRISP2D  v.5 20

CRISP2D for Windows comprises Pre- and Post-Processing Graphical User Interfaces (GUIs), the finite element analysis program and a dedicated spreadsheet utility for printing data.

Gepasi  v.3 3

Gepasi is a software package for modeling biochemical systems.

Analysis SE  v.6.3.458

Analysis Studio is a comprehensive, easy to use data mining tool. Analysis Studio includes automated methods for gaining a high level of accuracy and model stability.

AutoFEM Buckling Analysis  v.1.7

AutoFEM Buckling Analysis is a system of finite-element analysis for Autocad users. The system is integrated into the AutoCAD 3D enviroument.

AutoFEM Analysis  v.1.7

AutoFEM Analysis is a system of finite-element analysis for users of AutoCAD. The system is integrated into the AutoCAD 3D environment. Works with AutoCAD version 2007, 2008, 2009, 2010, 2012.

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