FLAC. Fast Lagrangian Analysis of Continua. Online Manual Table of Contents USER S GUIDE COMMAND REFERENCE. Online Contents - 1

Transcription

1 Online Contents - 1 FLAC Fast Lagrangian Analysis of Continua USER S GUIDE Terms and Conditions Section 1 : Introduction Section 2 : Getting Started Section 3 : Problem Solving with FLAC Section 4 : FISH Beginner s Guide Section 5 : Miscellaneous Section 6 : Bibliography Online Manual COMMAND REFERENCE Section 1 : Command Reference

2 Online Contents - 2 FISH IN FLAC Section 1 : FISH Beginner s Guide Section 2 : FISH Reference Section 3 : Library of FISH Functions Section 4 : Program Guide THEORY AND BACKGROUND Section 1 : Background The Explicit Finite Difference Method Section 2 : Constitutive Models: Theory and Implementation Section 3 : Writing New Constitutive Models Section 4 : Grid Generation Section 5 : Interfaces Section 6 : Automatic Rezoning FLUID-MECHANICAL INTERACTION Section 1 : Fluid-Mechanical Interaction Single Fluid Phase Section 2 : Two-Phase Flow

3 Online Contents - 3 STRUCTURAL ELEMENTS Section 1 : Structural Elements THERMAL ANALYSIS Section 1 : Thermal Option CREEP MATERIAL MODELS Section 1 : Creep Material Models DYNAMIC ANALYSIS Section 1 : Dynamic Analysis

4 Online Contents - 4 EXAMPLE APPLICATIONS Slope Stability for a Cohesive and Frictional Soil Axisymmetric Modeling of Post-Pillar Mining Cemented Backfill Pillar Performance Undrained Cylindrical Cavity Expansion in a Cam-Clay Medium Post-Peak Pillar Behavior and the Effects of Backfill Confinement Full-Scale Test Wall in Sand Stresses around a Pressurized Concrete Tunnel Displacements near the Face of an Advancing Shaft Simulation of Pull-Tests for Grouted Cable Anchors Slope Stability Analysis of a Rock Slope Analysis of a Concrete Diaphragm Wall Multi-Stage Tunnel Excavation and Support Embankment Loading on a Cam-Clay Foundation Dewatered Construction of a Braced Excavation Pile-Supported Highway Embankment Lined Tunnel Construction in Saturated Ground Rainfall on a Slope Installation of a Triple Anchored Excavation Wall in Sand

5 Online Contents - 5 VERIFICATION PROBLEMS Cylindrical Hole in an Infinite Elastic Medium Cylindrical Hole in an Infinite, Transversely Isotropic, Elastic Medium Cylindrical Hole in an Infinite Mohr-Coulomb Medium Cylindrical Hole in an Infinite Hoek-Brown Medium Spherical Cavity in an Infinite Elastic Medium Strip and Circular Footings on a Mohr-Coulomb Material Uniaxial Compressive Strength of a Jointed Rock Sample Lined Circular Tunnel in an Elastic Medium with Anisotropic Stresses One-Dimensional Consolidation Steady-State Fluid Flow with a Free Surface Unconfined Flow toward a Riverbank Transient Fluid Flow to a Well in a Shallow Confined Aquifer Plastic Flow in a Punch Problem Poroelastic Response of a Borehole Drained and Undrained Triaxial Compression Test on a Cam-Clay Sample Circular Footing on a Semi-Infinite Elastic Medium Brazilian Test Compression of a Poroelastic Sample Mandel s Problem Estimating Limit Loads in High-Friction Materials Slope Failure Due to Surcharge Load in Weightless Material Undrained Embankment Loading Consolidation beneath a Circular Footing

6 Online Contents - 6 FLAC/SLOPE USER S GUIDE Section 1 : FLAC/Slope FLAC-GIIC REFERENCE Section 1 : FLAC-GIIC Reference