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We’re excited to host in-person events across North America this April, and we’d love to meet you there! Whether you're a seasoned Seequent user or just starting your journey, these events are a great opportunity to: 🛠 Explore live demos of our latest solutions 🤝 Connect with the Seequent team and other professionals 💡 Get…
New to Leapfrog or need a little refresher? Our free online Leapfrog Geo Fundamentals and Leapfrog Works Fundamentals learning paths are now available in additional languages! Both learning paths are available in English, Spanish, and Portuguese, as well as Indonesian and French for Leapfrog Geo Fundamentals and Turkish…
The new Leapfrog 2024.1.3 update features several improvements, ensuring a smoother and more reliable experience for all users.
I have two questions: In the Soil-structure interaction example file, the piles are given small properties ( area and moment of inertia). I searched the help and manual but was not able to find how to model a building on pile supported foundation. Is there any information that can be used? Can quake be used to analyze a…
Does anyone know if there are ready files for the above that one can use to import into quake/w? I am mainly looking for sand soil with an angle between -
It would be great if you opened the possibility of enabling the license for Central in the same login window where we marked the ones for the other Leapfrog Geo extensions (EDGE/IOGas...).
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I have a large point data set, where i manually created a category selection. Unfotunately, one colleague of mine reloaded the dataset into Leapfrog due to problems with appended data. I know lost my editable category selection. Fortunately, I did not lose the data itself, I could append the category to the reimported…
Hi Everyone, Are you looking to get the most out of your Gravity and Mag data? No matter if you are looking for to conduct Geothermal, Oil and Gas, or Mineral Exploration this incredible remote course -taught by Geophysicist Dr. Michal Ruder, a world-renowned expert on Grav/Mag! will guide you through interpreting…
Hi everyone, I try to do 2D inversion with a known boudary with the 2025.1 version of Res2DInv. My datafile is attached. The software does not seem to take the layer into account. Below a comparison of two inversions, the constrained one (first screenshot top) and the unconstrained one (bottom). The Legacy version takes…
I have a drill hole that has two vein intersections. The hole starts in a dyke, exits for about 300 m and then goes back into it. I have selected the "Multiple vein intersections per hole" and generated a surface. However, when I try to edit the segments Leapfrog is treating the two segments as one, creating a long 300 m…
I'm making an implicit shear model where multiple shears are interacting. The second last operation clips the target shear vein object against all shear vein objects that preceded it, often producing an object that has multiple separated/disconnected meshes. The model remains implicit until this point. The final step is…
When i do a probabalistic calculation i am among other things interested in the likelihood of failure for the specific Slope. That would be P(failure). When i do the calculation i only get P(failure) for the most critical slope, why is that? Should P(failure) not be presented for all valid slope calculations?
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