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Regions of Liquefaction
Good morning I have a liquefaction file and would like to know if a colored graph for regions of liquefaction can be shown. In the "Level Ground Shaking", the pdf shows it. Please advise. Thank you
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Central connector
Hi, How do you assign connectors in leapfrog central for users.
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Thickness of Non-Leapfrog Volumes
I was given a closed mesh not made in Leapfrog and I would like to make a grade x thickness evaluation of. Is it possible to do a thickness evaluation of such a volume? I was hoping to follow this work flow: https://www.seequent.com/grade-thickness-contouring-in-leapfrog-geo/
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What determines slicer dip azimuth when slicing in plan view?
I'm slicing often in plan view and I can't figure out how to always get the same rough dip azimuth when slicing - I'm either getting the desired dip azimuth or +180 to it. I always slice in the same direction - roughly North to South. I'm trying to avoid checking the dip azimuth and changing it when it's 180 degrees away…
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Geosynthetic Reinforced Soil (GRS): Practical Applications and Modelling in PLAXIS
Join us for our next session focused on We’ll walk through practical examples like MSE walls, slope stability, and reinforced foundations—plus, we’ll cover techniques to help you model with more confidence and accuracy in PLAXIS. 🎯 What you’ll learn: ✔️ How to define and calibrate geosynthetic material parameters ✔️ Best…
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Clean Data Acquisition for RES2DINV
What key factors should be considered during data acquisition in a field survey? Additionally, what are the recommended steps for data cleaning to ensure optimal results, and how can one assess the suitability of the data for inversion both during the survey and after cleaning? Are there any relevant video tutorials…
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I did not find any video on res2dinv version 5.0. Could anyone please help me in this regard?
I did not find any video on res2dinv version 5.0. Could anyone please help me in this regard?
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Question X-Acceleration and Peak X-Acceleration
What is the difference between Peak X-acceleration and X-acceleration in the graphical results. I tried to compare the two on the surface but results were not the same. Thank you
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Legend in Graphical Output
On some graphical outputs, the legend does not appear even if it is ticked to appear. Any reason for that? Thank you
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Grouping Faults
Hi All, is there a way I can group faults by category (extension vs. thrusts etc.)? To avoid loading them all individually thanks.
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New to GeoStudio? Get Started with the GeoStudio 2D Course from Seequent Learning Center!
Whether you're new to geotechnical modeling or just getting started with GeoStudio, this self-paced, beginner-friendly course is the perfect entry point. Offered through the Seequent Learning Center, the GeoStudio 2D course provides a hands-on introduction to the fundamentals of setting up and reviewing a 2D analysis in…
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Coupled Sigma W and Seep W
Hi, I am modelling construction of a capping layer on top of the tailings. I use saturated model for tailings and unsat model for capping material. When I applied the first layer of capping layer, I get another water table at the top like a perched water table. I even use very low activation PWP and compressibility for…
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Central Licensing
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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Edit Category Selections in Point Data
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…
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Soil Structure Interaction
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…
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Gmax, PWP, and damping ratio functions for cohesionless soils
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 -
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"Multiple Vein Intersections per hole" being ignored when selected.
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…
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AGS Res2Dinv - Add known boundaries
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…
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Spatial filter on the fly for easier viewing
In Leapfrog Works, is there a way to perform a spatial filter on the fly? The objective is to quickly reduce the number of objects in the Scene/View such that when I pivot/rotate/pan/zoom around the screen, it is better focused on the particular area of current interest (e.g., see the screenshot). Thanks for the input.
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𝗔 𝗽𝗿𝗮𝗰𝘁𝗶𝗰𝗮𝗹 𝘄𝗼𝗿𝗸𝘀𝗵𝗼𝗽 𝗳𝗼𝗿 𝗶𝗻𝘁𝗲𝗿𝗽𝗿𝗲𝘁𝗶𝗻𝗴 𝗚𝗿𝗮𝘃𝗶𝘁𝘆 𝗮𝗻𝗱 𝗠𝗮𝗴!
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…
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Slope/W Probability of failure
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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Implicitly Selecting a Mesh Partition After Clipping
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…
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Can a Local Wireframe be Created from Linking Polylines?
Hey All, Fairly experienced Leapfrog user here, but would like to know if anyone knows how to (or if there’s a way) to link polylines together to create a mesh/wireframe? I’ve never been the best at trying to explain my ‘3D thoughts’, but hopefully my question comes off clear enough! When creating local cut and fill…
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Data migration to central
Hi, we have a static leapfrog project (not on central) with flagged tables and ore domains (90) created in a geology model using new vein system. We are currently migrating to central but at the same time changing grids. What is the best way to copy interval flagging from one project to another using central? Thanks
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🧠 Rectangular vs. Trapezoidal model domains in Res2DInv – What’s Your Preference?
One question that frequently pops up in our Res2DInv training sessions: Why are inversion results displayed as “rectangles” by default within Res2DInv? It’s a simple setting, but it always sparks interesting technical conversations. Traditionally, resistivity results have been displayed using trapezoidal model domains—so…