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Hello, I am modeling the formation of a frozen body around a freezing pipe with flowing groundwater. When defining the materials I selected the "reduce flux in frozen soil". Looking at my results I still have water flowing through the frozen body. How can I make sure that the frozen body is impermeable? See also attached…

I have four seams (Veins) modeled from 2D cross-sections, as shown in the attached image. In my geological model, I’ve introduced two faults: F.A and F.KT4. However, these faults do not intersect all coal seams. Specifically: Fault F.A only cuts the upper seam (Vein 1), Fault F.KT4 cuts the three lower seams (Veins 2, 3,…

The Design Approach feature is now available in PLAXIS 3D with the latest 2024.3 release! 🙌 Previously only in 2D, this powerful tool lets you: ✅ Apply partial factors to soils and loads ✅ Follow Eurocode or LRFD standards ✅ Set up SLS and ULS analyses with ease in your 3D projects ✅ Import/export Design Approaches between…

Dear all, as many of you perhaps know, I train geologists with a strong and genuine interest in Geophysics. What can I still add to this set of slides? Check please attachment. The geological meaning of this topic is another set of slides which I will be sharing later. Regards Sergio.-

Hi everyone, I am making some plan view layouts with structural data (basically making a map) but I cannot find a way to add the classical strike and dip symbols. I have the structural data plotted, but only as single lines with no indication of the dip direction. Is there a way to do this? Many thanks

To stay abreast of current developments in geoscience, Seequent Learning geoscientists often attend international conferences and workshops. I attended the European Geosciences Union annual meeting in Vienna in April and participated in session on geoscience for the energy transition and energy storage. Having subject…

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

Hi, How do you assign connectors in leapfrog central for users.

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/

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…

We are excited to announce that several enhancements have been made to Visible Geology to make your modelling even smoother! Try them for yourself at www.visiblegeology.com, and let us know what you think in the comments below 👇️ You can now bring more colour to your geological models by using the colour picker for dikes,…

Have you seen the pre-built models available to support your teaching in Visible Geology? https://www.seequent.com/visible-geology-pre-built-models-for-earth-science-educators-and-enthusiasts/ To further support educators embedding Visible Geology into their teaching practices, the education team at the American Geoscience…

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…

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…

I did not find any video on res2dinv version 5.0. Could anyone please help me in this regard?

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

On some graphical outputs, the legend does not appear even if it is ticked to appear. Any reason for that? Thank you

Hi All, is there a way I can group faults by category (extension vs. thrusts etc.)? To avoid loading them all individually thanks.

Now’s a great time to brush up on your skills! Whether you're new to estimation, block modelling, or resource reporting—or just looking for a refresher—we’ve got something for you! Join us for the Leapfrog Edge Fundamentals online training led by resource geologist John Tyrrell. Over four days, you’ll explore: Exploratory…

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…

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…

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...).

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…

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 -