
Getting Started With Dynamic Modeling in FLAC3D
Online13 may. 2025 - 14 may. 2025
This training supplies the tools needed to describe and apply the workflow for dynamic analysis in FLAC3D, demonstrating a comprehensive understanding of each step involved, including model setup, boundary conditions, input signal application, and damping, to effectively analyze dynamic behavior in geotechnical simulations.

Python in Itasca Software
Online11 jun. 2025 - 12 jun. 2025
This course provides an overview of the Python programming language in Itasca software.
The course covers major applications of Python to extend modeling capabilities with the Itasca codes through many applied examples.

IMAT Training: Revolutionizing Mining Analysis with Seismology & Numerical Modeling
Minneapolis, Minnesota, United States16 jun. 2025 - 18 jun. 2025
Explore IMAT’s latest upgrade, uniting open-pit and underground mining capabilities for faster, smarter, and more efficient modeling.
Tutoriales de Software
FLAC3D 7.0 Structured Mesh Tutorial
A tutorial showing how to create a structured mesh in FLAC3D 7.0 using the extruder pane.
MINEDW Tutorial (Part 3: Boundary Conditions)
In this tutorial we will take a look at the different boundary conditions available to the user, and we will go over some examples of different scenarios in which they would be used.
FLAC3D 7.0 Geometry Painting Tutorial
This tutorial will show how to paint zone data onto an imported geometric surface in FLAC3D.
Artículos Técnicos
Simulation of Three-Dimensional Pore-Pressure Distribution for Slope-Stability Analysis
A 3D groundwater flow model was constructed using MINEDW [1] to simulate pore pressure at the Chuquicamata open pit mine slope in Chile.
Using MINEDWto simulate pore pressure as input for FLAC3Dand 3DEC
It has become common practice to create a three-dimensional (3-D) geomechanical model for the analysis of rock stability.
The role of rock mass heterogeneity and buckling mechanisms in excavation performance in foliated ground at Westwood Mine, Quebec
Operations at Westwood mine in Quebec, Canada were temporarily halted in May 2015 after three large-magnitude seismic events occurred over two days. The mechanisms leading to these events, which caused severe damage to several accesses, were not well understood at first. This paper presents the key aspects of FLAC3D back-analysis modelling, which include (1) an anisotropic rock mass strength model with properties derived from field and laboratory strength testing, and (2) a scheme to account implicitly for the deconfinement that accompanies buckling around excavations.