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Dear collegues, should critical depth in 'infinite slope' analysis be the depth of the potential slip surface at which the factor of safety is minium or equal to 1? Infinite Slope version 3.0 freeware software with professional features is now available at: http://www.infiniteslopes.net...

Dear collegues, Infinite Slope freeware version 2.00 with professional features is available at: http://www.infiniteslopes.net We are already working on the next freeware version, let me know what features could help your work. Best regards, Infinite Slopes

The most of our collegues tend to study factors of safety for traditional circular slip surfaces also in layered soil masses. This automated approach leads to mistakes sometimes fatal. It's known to be fundamental to adopt the correct model for each analysis. Even simple two-layered soil masses...

Please, feel free to download the last v.1.02 version and don't forget the v.2.00 is upcoming very soon with new powerful features (seismic actions, design of drainage trenches, calculation of the force needed to stabilize the slope...etc...). Kind regards, Sandro Muscolino

You are welcome! Feel free to send me suggestions. The 2.0 version is upcoming...

Hi! Sorry you can't access to it, I verified the typing and tried clicking on it, it works! Try from another computer. Regards

Hi to everybody, I would like to share this nice experiment born for my pre-design necessities and then directed as freeware to the students of my basic course in geotechnics at the University of Palermo. So often we sketch out the simple 'infinite slope' limit equilibrium model to pre-study a...