This manual describes the procedure to install Rocscience Software Suite connected to the UPC academic license. The license server can be reached if you are connected to the UPC Network (both cable and wireless connection). When i using slide program (Rocscience), waterground level is one of main component to. Get the basics first by getting familiar with the Rocscience manual as.

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I've finally got to the stage where I am using the Finite Element Method for the majority of slope stability analysis, and especially for any slopes that incorporate structural elements such as walls, tiebacks. The method was summarized by Giffiths & Lane in Geotechnique way back in 1999 where they concluded: 'It is argued that the the finite element method of slope stability is a more powerful alternative to traditional limit equilibrium methids and its widespread use should now be standard in geotechnical practice'.

• The PDF documents can be found in the Manuals folder in your SLIDE installation folder. • They can also be accessed through the Windows Start menu (Start -> Programs -> Rocscience -> Slide -> Manuals), or while you are running SLIDE, through the SLIDE Help menu. • The PDF documents can also be downloaded from our website www.rocscience.com. This situation concerns the technical means to. Slide 5.0 (ROCSCIENCE, 2012b) is complete with finite element groundwater seepage analysis, rapid drawdown, sensitivity and probabilistic analysis and support design. All types of. Software Phase2, also from Rocscience (2012a).

RE: Slope stability software (Geotechnical) 17 May 08 19:05. SLIDE is a great program that has a good interface for performing limit equilibrium analyses. The files from SLIDE can also be used in PHASE2 where finite element slope stability can be completed. Finite element slope stability is good but has not replaced limit equilibrium by a long shot. Also PHASE2 can be used to compute insitu stresses from things like embankments and then the user can define a soil strength equation so the shear strenght of the soil can be calcluated at a number of points, i.e.

A grid, and the grid can be imported into SLIDE. This is a very good and advanced way of performing undrained analyses for clay.

RE: Slope stability software (Geotechnical) 9 Jun 08 00:36. In my experience Slide has the best bang for the buck. Slope/W may be comparable in features, but cannot beat Slide in price. I also think Slide is slightly easier to learn.

UTexas may be powerful, but does not have a graphical interface. And other graphical software which can interface with UTexas haven't helped that much in making things easier.

I think that FEM is most likely a waste of time. Most engineers and geologists seem to have a hard time coming up with a realistic subsurface model of a site as it is. Any engineer that has spent a lot of time looking at open excavations knows how variable a site can be, at least here in California anyway. As a wise old geotechnical engineer once reminded me.engineers evaluate slopes, not computer programs.

RE: Slope stability software (Geotechnical) 8 Oct 08 07:03. I suspect that cdstan has bought the software by now. However, I have used SLIDE and SLOPE/W and both seem to have similar features but sometimes dealt with in different ways, e.g.

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Anisotropic strength functions, and one method may be preferable to the other depending on your requirments. SLIDE is however considerably cheaper and I found it much easier to use, particularly the CAD import / interface but then I was already familiar with PHASE2. Technical support from Rocscience (SLIDE) is excellent but I have not tried it with SLOPE/W. Both cater for reinforvcement and seismic loading. I used GEOSTRU some time ago and it was good for the price. Although such cheaper programmes are adequate for simple analyses, check if they have the facility for Hoek-Brown parameters, probabilty, sensitivity, strength functions etc. If these are likely to be required.

With regard to 'Garbage in-Garbage out', yes, elastic parameters are not easy to define but if you are using plastic analysis and Mohr Coulomb parameters with FE, these are the same garbage that you would input into limit equilibrium. As usual, it is horses for courses, sometimes limit equilibrium analysis gives more flexibility to analyse a particular problem. RE: Slope stability software (Geotechnical) 13 Oct 08 14:20.

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Hi 3tg I don't know much about SVSlope but have used LimitState::GEO quite a lot recently. Like finite element packages it can be used for pretty much any geometry of geotechnical problem - not just slope problems. But unlike finite elements there are very few input parameters to worry about and it is very quick and easy to use (and the output is clear too).

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The solutions generated are rigorous plasticity ones, rather than limit equilibrium. For slopes the biggest thing to get your head around is that it reports a factor of safety on an applied load (can be self weight and/or surcharge), rather than a traditional global factor of safety (i.e. Resistance/disturbing action). This is initially disconcerting but fine if you are designing to the new Eurocode 7 (using design approach 1), which applies partial factors on material strengths, and you just need to check that the factor on the load is 1. Finally - LimitState:GEO does do nails, but apparently no seismic capability yet.

RE: Slope stability software (Geotechnical) 16 Jan 09 15:06.

The documentation for the Slide2 program is organized into the following major sections:

• A general overview of the capabilities of Slide2 and the types of problems which can be solved.

• The Slide2Model help topics contain detailed descriptions of the modeling and analysis options in Slide2. For example, entering boundaries, adding support, defining material properties etc.

• The Slide2Compute help topics describe the compute options in Slide2.

• The Slide2Interpret help topics contain detailed reference information on how to use all of the data interpretation options in Slide2. For example, viewing slip surfaces, creating queries and graphing results.

• The Slide2 Tutorials provide easy to follow, step-by-step instructions, demonstrating basic and more advanced features of the program. For more information see the Slide2 Tutorials page.

• Verification examples are documented in the Slide2 Slope Stability Verification Manual (Parts 1, 2 and 3), and the Slide2 Groundwater Verification Manual. For more information see the Slide2 Verification Examples page.

Additional Resources

Additional Slide2 resources are available on the Rocscience website, in the Support section. The Rocscience Knowledge Base provides answers to Frequently Asked Questions.

Also visit the Resource Library where you will find links to Research papers and the Project Gallery.