Discover new opportunities, connect with peers, and share insights and best practices with others in your field.
Here's a quick, insightful webinar you won’t want to miss! Learn how the latest improvements to survey tables can enhance your confidence in decision-making. In just a few minutes, you’ll discover: •The importance of visualising survey data •How to quickly identify inaccuracies in drill hole paths •Ways to customise data…
This instructor-led remote course will provide you with the fundamentals skills to get the most out of Leapfrog Geo. It is a hybrid offering between the content presented in our standard in-person Fundamentals and Fundamentals Plus courses. Register here now
We're excited to introduce the latest version of Leapfrog with new functionality and enhancements to core tools and workflows. Key improvements include: 🐸 Ability to run multiple Leapfrog instances at the same time 🐸 Support for polyline attribution 🐸 Survey data enhancements 🐸 Improvements to interval selection Click here…
i want to know how to control fault depth and length in a model which is bigger than the fault.I have try a lot of time ,but can't solve it.
First of all: THANKS for this really great visualisation tool! I am a retired Earth Science Professor (Structural Geology & Geoinformatics), still teaching my subjects occasionally. Trained in Germany, using a Clar Gefügekompass, I have always used "Dip Direction (Azimuth)" & "Dip" for my measurements, both planes and…
Hello, In the case of a levee with multiple rows of anchors embedded in chalk, I perform a stability calculation by imposing a failure plane. My slope calculation does not converge (E994). I have tested different approaches: linear search and root finder. In the convergence graph, lambda never exceeds 0.2. Can it go beyond…
It looks like you're new here. Sign in or register to get started.
For the stability analysis of embankment dam, what should be the direction of horizontal and vertical seismic coefficient. 1.What is the meaning of a positive and negative coefficient for both vertical and horizontal case? 2. For eg. for the stability analysis of embankment dam for d/s slope what should be the sign for the…
Hello Everyone, I’ve been working on a project that involves building a large-scale geological model using Leapfrog Geo, and I’m running into some challenges. I’m reaching out to tap into the collective expertise here and hopefully gain some insights or tips. My model incorporates multiple data sources, including extensive…
Good day, I'm trying to compile C++ examples from here (https://github.com/GeosoftInc/gxcore/tree/v2024.2/examples/cpp) using MS Visual Studio. The compiler keeps throwing the following error: Probably, I'm doing something silly. If so, could anybody advise me on how I can solve this? As far as I remember, "default" is a…
I have Alpha 85 and Beta 50, calculated Dip is 34.314 and azimuth 346.096 in Leapfrog But tis is not correct, the azimuth need to be 50, and dip 85. What I'm doing wrong in setting imported drillhole structural data. Or the values need to be in radians or….?
was photographing a collection as normal, until the camera plugged in to the Imago Laptop needed it's battery replaced. and went flat. with a new battery being the only changed thing, we are now getting an error everytime we try to take a photo. the only info is that it says " the method of operation is not implemented.…
We’d love your feedback to enhance our community experience. This survey will take approximately 5 minutes to complete. We would really appreciate your input!
