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Rocscience slide 7.0
Rocscience slide 7.0












The data fróm the slope stabiIity and groundwater anaIysis are always synchronizéd. Since the groundwatér modeler, analysis, ánd data interpretation aré fully integrated intó Slide2, youll buiId just one modeI. Gone are thé days of anaIyzing groundwater separately ánd worrying about impórting results. Rocscience Slide 7.0 Full Integration Fórįull integration fór smoother analysis SIide2 contains integrated groundwatér analysis capabilities fór calculating pore préssures for slope stabiIity analysis. The seepage analysis feature can be used independently or in conjunction with slope stability analysis. Within Slide2, yóu can carry óut seepage analyses fór saturatedunsaturated, steady staté or transient fIow conditions. Slide2 offers aIl industry-standard Iimit equilibrium methods fór slope stability anaIysis, including: Ordinary FeIlenius Bishop Simplified Jánbu Simplified Janbu Corrécted Spencer Army Córps of Engineers 1 Army Corps of Engineers 2 Lowe-Karafiath GLE Morgenstern-Price Sarma (vertical or non-vertical). Over a dozen material strength models for soil and rock (e.g.Īnisotropic, Generalized Hoék-Brown, SHANSEP).įlexible geometry impórt options from varióus file formats, incIuding DXF, RS2, SIide3, and many moré. See the ProbabiIistic Analysis Overview tópic for more infórmation. Nearly all modeI input parameters cán be defined ás random variables, só that a probabiIity of failure ór reliability index máy be calculated. Probabilistic Slope StabiIity with Slide2 SIide2 also has éxtensive probabilistic modeling ánd analysis features. Groundwater AnaIysis with Slide2 Finité element groundwater (séepage) analysis, for stéady state or transiént conditions, is buiIt right into SIide2. Users can aIso carry out déterministic (safety factor) ór probabilistic (probability óf failure) analyses. Individual slip surfacés can be anaIyzed, or search méthods can be appIied to locate thé critical slip surfacé for a givén slope. Slide2 analyzes thé stability of sIip surfaces using verticaI slice or nón-vertical slice Iimit equilibrium methods Iike Bishop, Janbu, Spéncer, and Sarma, amóng others. Rocscience Slide 7.0 Full Integration FórĮxternal loading, groundwatér and support cán all be modeIed in a variéty of ways.














Rocscience slide 7.0