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Complex site designs create a real challenge to traditional 2D cross-sectional modeling. Difficulties arise when analyzing the slope stability of sites where the geometry is highly irregular in multiple dimensions. This raises several questions, such as:
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A better approach is to compile and build the site data fully in 3D and then slice the model at any direction to generate appropriate 2D cross-sections. This allows the benefit of first ensuring the 3D data is correct, and proper intersections between intersected strata surfaces are resolved. The 3D model can also be evaluated in full 3D. A slice of the 3D model can be used to generate a 2D numerical model in order to provide continuity to a 2D analysis. |
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Combine the power of our powerful seepage modeling and slope stability modeling packages at a great low price!
Our SVSlope® 3D introductory offer is also still available!
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User-Specified Spatial Variability One of the challenges in creating a useful numerical model is to accurately model the soil conditions. For non-homogenous materials, the spatial variability option exists to randomly vary one material parameter. A new option now exists in SVOffice™ 2009 to vary a material parameter based on direct user measurements, and is known as "user-specified" spatial variability. |
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Our online SVSlope® training videos include several videos specific to the SVSlope® product. Visit our training page to learn more about these topics, and many more:
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