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2024年12月3日 - 2024年12月3日
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Tutorial: Simple Slope Stability
FLAC
3D
7.0 Structured Mesh Tutorial
An Introduction to Python Scripting: Part 2
Input to Orepass Design — A Numerical Modeling Study
Advanced three-dimensional geomechanical and hydrogeological modelling for a deep open pit
Using
MINEDW
to simulate pore pressure as input for
FLAC
3D
and
3DEC
2024年12月3日 - 2024年12月3日
History
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Itasca has announced the release of FLAC2D v9
6th Itasca Symposium on Applied Numerical Modeling
Software Products
Features in
FLAC
/Slope
Software
FLAC
/Slope
Features in
FLAC
/Slope
FLAC
/Slope
FLAC
/Slope
Features in
FLAC
/Slope
FLAC
/Slope
System Requirements
General
Now freeware
provided at no cost and with no time or size restrictions
No CPU limits
Simplified user interface and workflow
Specifically designed to perform multiple analyses and parametric studies for slope stability projects
Failure mode develops naturally – no need to specify a slip surface or failure mechanism
Predict multiple, interacting failure mechanisms (failures can propagate)
Structural interaction (e.g., rock bolt, soil nail, or geogrid) is modeled realistically as fully coupled deforming elements, not simply as LEM equivalent forces
Extensive solution controls and options
Multi-threaded mechanical calculations
Built-in PDF manual and example files
Cable structural elements can be used to represent soil nails, rock bolts, or geosynthetic sheets. Axial forces and the surface failure location are plotted. Slope FoS is 0.92 without reinforcement and 1.23 for geogrids with a bond cohesion of 10 kN/m.
Grid and Geometry
Wizards for generating slope, bench, dam, and general surface grids
Automatic and customizable meshing tools
Materials and Models
Mohr-Coulomb, Hoek-Brown, and Ubiquitous joint materials are available
Built-in materials library includes gravel, sand, silt, clay, and rock properties
Add, save, edit, and import/export your own material properties with the library
Easily define geotechnical layers
FLAC
/Slope
model with a thin weak layer. A study of the ratio of cohesive strength (weak layer vs. surrounding soil) of 1.0, 0.6 (shown), and 0.2 showed FoS of 1.45, 1.37, and 0.54. For the 0.2 case the failure was confined to the thin weak layer only.
Boundaries and Conditions
Automatic boundary conditions
Apply stresses (Sxx, Sxy, Syy, normal, shear, and pressure) and forces (Fx, Fy)
Cable structural support elements can be added as geosynthetic sheets or spaced (out-of-plane) ground reinforcement to simulate ground-structure interaction.
Easily add a water table to include pore pressures for effective stress calculations
Add a Mohr-Coulomb interface to represent a weak plane for faults, joints, or artificial boundaries
User-defined gravity settings
Solutions
Plane strain or axisymmetric analysis
Automatic FoS calculations using the shear strength reduction (SSR) method
Structural support elements, materials, and interface properties can be included or excluded as part of the FoS calculation
Exclude model regions from the FoS calculation to capture the global failure
Pseudostatic analysis with constant horizontal and/or vertical accelerations to represent an earthquake
FLAC
/Slope
model records can be saved and imported into
FLAC
for additional analysis
Post-Processing
Available plot items:
Materials
Shear strain rate contouring (failure surface location)
Velocity vectors (failure mode)
Pore pressure contouring
Model boundary or mesh
Water table
Applied conditions
Plasticity indicators (yielding/failure)
Ubiquitous joint angles
Ground reinforcement elements and axial forces
Calculated FoS (in legend)
Export model plots as bitmap, postscript, and DXF formats
Generate an HTML report with material, interface, and structural element property tables and solution table
Optionally show resources to:
View all of the background
FLAC
commands generated as you create and run models
Query the model using
FLAC
commands
Compare runs using different parameters, and even compare results from different projects
FLAC
/Slope
model of dam showing the model view (top); water table, pore pressures, and applied forces to represent the water head above the dam (middle); and the resulting maximum shear strain rates and velocity vectors with a FoS of 2.45 calculated.
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/Slope
8.10 Update
Itasca has announced the release of
FLAC
2D
v9
Itasca has announced the release of
FLAC
2D
v9, revolutionizing the way we analyze and predict...
6th Itasca Symposium on Applied Numerical Modeling
The next Itasca Symposium will take place June 3 - 6, 2024, in Toronto, Canada....