SO-Foundation calculates bearing capacity of shallow foundations considering both shear failure and settlement.
Hansen, Meyerhof, Vesic, Terzaghi and Eurocode methods are employed for the determination of shear failure. Elastic and consolidation settlements can be calculated using various options.
- Introduction of up to 20 soil layers.
- Correlation of soil parameters.
- User is informed about the common ranges regarding input parameters.
- Pressure isobars are calculated and generated below footings.
- Determination of bearing capacity of shallow footings (Spread, Continuous and Mat) with different dimensions considering both shear failure and settlement (Elastic and Consolidation).
- Calculation of settlement corresponding to the allowable pressure.
- Calculation of modulus of subgrade reaction.
- Calculation and generation of modulus of subgrade reaction contour on the footing surface.
- Exporting results to MS Excel format.
- Presentation of calculation report with sufficient details.
- Creation of profiles for the desired settings.
* SO-Foundation download link provides demo version of the software.
DYNAN can be used for the dynamic analysis under transient and random loading in the time domain.
Peysanj is a series of geotechnical engineering modules such as bearing capacity and settlement, pressure-meter test, plate loading test, soil liquefaction analysis, etc bundled as single software.
SO-Log generates boring logs as a means to summarize and report several tests performed within a geotechnical engineering project.
ReActiv is an interactive computer program for designing reinforced slopes in a wide variety of soil types, using reinforced soil or soil nails.
DynaMat uses a three dimensional hybrid method to estimate the equivalent dynamic stiffness and damping of machine foundations.
Program DynaPile was developed to compute the dynamic stiffness of single piles or pile groups.
No comments yet. Be the first to comment.
Submit a review using your Facebook ID