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GeoStru thanks all those who, through their professional feedback and suggestions help us to constantly improve our products and services.
Efficient products and services, always using the latest technology, always innovative.
This is our goal!
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In a technology world in continuous and dynamic development,
we are excited to offer you the
NEW 2015 VERSIONS of our software!
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- Stronger
- Safer
- New Features
- New computation algorithms
- Integrated Web Services
- Optimized reports and graphics
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Slope stability
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- Implemented the possibility to include/exclude theoretical notes in the computation report
- Details of the works of intervention in the report
- Optimizations for the 3D import and DXF import
- Implementation of the DEM method for nonlinear computation. It is possible to make a non-linear analysis assigning the constitutive features of the material. The procedure for plastic strains distribution performed using the Newton-Raphson method of tangents.
- Îmbunãtãtiri aduse raportului de calcul al lucrãrilor de sprijin din pãmânt armat
- Optimization for computation models Morgenstern&Price and Spencer
- Automatic generation of block walls in mechanically stabilized earth module
- Implemented the possibility to alter texts in mechanically stabilized earth module
- Implemented the automatic computation of seismic coefficients for the mostly used standards
- Automatic computation of neutral pressions increment in dynamic field, automatic solution for the integration of Arias intensity accelerogram and Trifunac accelerogram
- Drainage trenches free module
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MDC - Retaining walls
- Implemented Hansen's method for the computation of bearing resistance
- Separated the diagrams of pressures induced by earthquake and those of the soil
- Implemented the surcharge diagram
- Modified the pressures diagrams
- Integrations on bearing capacity
- Integrations on computation report
- Imtegration on global stability module's report
- Integrations on forces diagrams
- Optimization of calculation algorithm of the reinforcement for walls with stepped sections
- For walls with foundations on piles, introduced a symbol for the check condition to limit vertical load
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Dynamic Probing - in situ dynamic penetration soil tests
- Given the option to alter the size of the characters used for the number of blows: Graphic report options -> Text management
- Introduced new column in the data input table for the values of NSPT on equipment step
- Method Terzaghi-Peck (1948), computation of Cu: min and max values in computation report
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© 2026 GeoStru EU, All rights reserved.
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